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Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II Architectural Institute of Japan 1994 (19940725)

表紙 / COVER Full Text: CiNii
目次 Full Text: CiNii	1-21
[OTHERS] Full Text: CiNii	22-
Evalution of the Influence of Grain on the Young's Modulus of Lumber by Numereic Interpretation of grain method Full Text: CiNii	1-2
Tension test of raw material of "Shinsyu-san Karamatsu" Full Text: CiNii	3-4
Distribution of stress for perforated lumber in tension. Full Text: CiNii	5-6
An Analysis of Distribution of Stress on Compression Perpendicular to Grain in a Wood Full Text: CiNii	7-8
Comparison of Bending Strength of Wooden Beams with Various Kind of Notches : Interim Report on The Results Full Text: CiNii	9-10
Strength Prediction of Glue-lam by Sugi Full Text: CiNii	11-12
On necessity of widthwise gluing of large sectional glued-laminated timbers by using small or middle size timbers in diameter. Full Text: CiNii	13-14
Develoment of Assemblies of Scantlings of Japanese Cedar(3) : Mechanical Properties of Scantlings and Assemblies Full Text: CiNii	15-16
On Strength of Wooden Joint : Bending Experiment of Koshikake-Kamatsugi Joinnt(Part 2) Full Text: CiNii	17-18
Cycling lateral load tests on a model of a simple wooden stopped mortise-and tenon joint. Full Text: CiNii	19-20
A study on force-displacement relationships of nailed joints in wooden structures : Part 1. Loading tests of siant-nailing Full Text: CiNii	21-22
An experimental study on ultimate strength of truss plate : part2. Relationship between compressive strength of lumber and shear resistabce of teeth of the plate Full Text: CiNii	23-24
Study on mechanical behaviors of joint of wooden structure : Part3 : Analytic modification factors for joints made of multi-fastening Full Text: CiNii	25-26
Bolt Deformation of Bolt Joint with steel Plates by FEM Analysis : Part I : 2-dimensional Analysis Full Text: CiNii	27-28
Bolt Deformation of Bolt Joint with Steel Plates by FEM Analysis : Part II : 3-dimensional Analysis Full Text: CiNii	29-30
Shear Tests on the Bolt or Driftpin Connections with Laminated Veneer Lumber : side Members Full Text: CiNii	31-32
A Not on the Short History and Meaning of the Term "Mokushitsu-Kouzou Full Text: CiNii	33-34
Study on bending of drift-pin joints in glued laminated timber Full Text: CiNii	35-36
A Study on Flexural Properties of Giulam Goints by Drift-pin : Part 1 Experimental Study Full Text: CiNii	37-38
Study on Flexural Properties of Giulam Goints by Drift-pin : Part 2 Analytical Study Full Text: CiNii	39-40
Effect of lead hole diameter of the drifft pin joints on the strength and te stiffness : (Part V) In case of the rectangular arrangement of drift-pin Full Text: CiNii	41-42
Development of Glulam Two-ways Moment-Resisting Joint (1) Full Text: CiNii	43-44
Experiment on the Strength of Column-Beam Joint of Glue-laminated Timber : (part7) Full Text: CiNii	45-46
Experiment of the Strength of Column-Beam joint of Glue-laminated Timber(Part 8) Full Text: CiNii	47-48
Experiment of the Strength of Column-Beam joint of Glue-laminated Timber(Part 9) Full Text: CiNii	49-50
The experimental study of column-beam conection of "TENBIN-KAMATUGI" joint Full Text: CiNii	51-52
Study of bolted joints with epoxy : Part 14 Strength and Yong' s modulus of epoxy under high temperatures Full Text: CiNii	53-54
Study of bolted joints with epoxy : Part 15 Strength and Yong' s modulus of epoxy returned to a normal from high one Full Text: CiNii	55-56
Strength of Joints Composed of Metal Connector and Adhesive in Timber Structures : Part1 Tension Test of Joints Full Text: CiNii	57-58
Strength of Joints Composed of Metal Connector and Adhesive in Timber Structures : Part2 Bending Test of Joints Full Text: CiNii	59-60
Experimental Stady on Glued Joints of LVL Beam. Full Text: CiNii	61-62
Reinforcement of glued joint in laminated timber structure (part 2) Full Text: CiNii	63-64
Absorption of Energy at the Joint Full Text: CiNii	65-66
A Theoretical Research on the Elastic Behavior of a Composite Beam cosidering Slip between a Chord Membe : Part 1 Analytical Method Full Text: CiNii	67-68
A Theoretical Research on the Elastic Behavior of a Composite Beam cosidering Slip between a Chord Member and Web Member and Shear Deformation of a Web Member simultaneously : Part 2 Elastic Behavior Full Text: CiNii	69-70
Development of composite beam with scaffold planks and deformed reinforcing bars Full Text: CiNii	71-72
Strength and Stiffness of Shear Walls in Conventional Wooden Construction Full Text: CiNii	73-74
A Study on structural properties of wooden wall frame construction Full Text: CiNii	75-76
A Study on structural properties of wooden wall frame construction : (Part 10. Properities of hysteresis and pseudo-dynamic tests) Full Text: CiNii	77-78
Experiment on Strength of Log Wall Panels Full Text: CiNii	79-80
Study on mechanical behaviors of different paneled bearing wall of wooden structure. Full Text: CiNii	81-82
Test on Shearing behavior of stressed skin panel used structural plywoods Full Text: CiNii	83-84
Behavior of nail joints in wooden shear walls. Full Text: CiNii	85-86
A systematization of Japanese Past Research Data on Strength Properties of Wooden Shear Walls without opening Full Text: CiNii	87-88
21078 Empirical Equation the Estimation of Racking Strength of a Plywood-Sheathed Shear Wall with Openings Full Text: CiNii	89-90
Mechanical State of Timber Floors with Continuous Beams : Part 2. Behavior of the load distribution and vibration modes Full Text: CiNii	91-92
Study on Wooden Diaphragms Part XI : : Effect of Stiffness of arch-member of Semi-cylindrical Roofs by FEM Anaiysis. Full Text: CiNii	93-94
Elastic-Plastic Analysis of Pitched-wooden Diaphragms by Finite Element Method : Part II : Comparison of Shearing Behavior of Hipped Roof and Gable Roof Full Text: CiNii	95-96
Model tests on dynamic cahracteristics of wooden diaphragms(PartII) Full Text: CiNii	97-98
Seismic Resistance of Timber Frame Structures : Part 4. Seismic Drift and Horizontal Road-Carrying Capacity Full Text: CiNii	99-100
Property of outdoor structure constructed with laminated veneer lumber (1) : An experiment on wooden garage frame with wooden dowel joints Full Text: CiNii	101-102
A Study on structural properities of semi-rigid skeleton with shear walls : Part 1. Static loading tests Full Text: CiNii	103-104
A Study on structural properties of semi-rigid skelton structures with shear walls : Part 2. Non-Linear structural analyses Full Text: CiNii	105-106
Properties of Shear Wall Models with Curved LVL Full Text: CiNii	107-108
Dynamic Characteristics of Conventional Wooden houses : Part 1. The Test on Vibration Control System Full Text: CiNii	109-110
Dynamic characteristics of traditional wooden house : Part6 : Micro tremor tests for traditional wooden house of ichi-retu type Full Text: CiNii	111-112
Dynamic Property of Light Frame Construction Considering In-plane Stiffness of floor Full Text: CiNii	113-114
Tendencies of Eccentric Arangement of Shear Walls in Old Traditional Houses Built in Edo Era. Full Text: CiNii	115-116
Earthquake-proof Examination on Usual Wooden House Built in Shiga Prefecture. Full Text: CiNii	117-118
Comparison of Wooden House Damages Caused by the Kushiro-and Notohanto-oki Earthquakes. Full Text: CiNii	119-120
The Transmission Mechanism of Vertical Load in the Doma room of Old Traditional House Built in Edo Era : : Part1 West Japan Full Text: CiNii	121-122
Displacement oriented primary aseismic desigh for high-rise reubfirced concrete buildings : Part1 Equivalent shear stiffness required depending on shear and bending displacement Full Text: CiNii	123-124
Displacement oriented primary aseismic desigh for high-rise reinforced concrete bulidings : Part 2 Primary aseismic design Full Text: CiNii	125-126
A static Seismic Design for Reinforced Concrete Buildings based on Tri-Linear Types of Restoring Force Characteristics : (Part 1) seismic Design Concept Full Text: CiNii	127-128
A static Seismic Design for Reinforced Concrete Buildings based on Tri-Linear Types of Restoring Force Characteristics : (Part2) Design Force Amplification Factors at Ultimate State Limit Design Stage Full Text: CiNii	129-130
A Static Seismic Design for Reinforced Concrete Buildings based on Tri-Linear Types of Restoring Force Characteristics : (Part 3)Expected Response Deflection Full Text: CiNii	131-132
A Static Seismic Design for Reinforced Concrete Buildings based on Tri-Linear Types of Restoring Force Characteristics : (Part 4) Design Force Amplification facters for Columns in Frame Stracture due to dynamic effect Full Text: CiNii	133-134
A Static Seismic Design for Reinforced Concrete Buildings based on Tri-Linear Types of Restoring Force Characteristics : (Part 5) Design Force Amplification Factors for walls due to Dynamic Effect Full Text: CiNii	135-136
A Static Seismic Design for Reinforced Concrete Buildings based on Tri-Linear Types of Restoring Force Characteristics : (Part6) Design Force Amplification Factors for Columns in Wall-Frane Structures due to Dynamic Effect Full Text: CiNii	137-138
A Static Seismic Design for Reinforced Concrete Buildings based on Tri-Linear Types of Restoring Force Characteristics : (Part7) Seismic Safety Evalution for Designed Buildings Full Text: CiNii	139-140
Earthqake Resistance Design of a 45 Story Reinforced Concrete Building Using Super High Strength Materials : Part 1 Design Principle and Outline of Structural Design Full Text: CiNii	141-142
Earthqake Resistance Design of a 45 Story Reinforced Concrete Building Using Super High Strength Materials : Part 2 Evalution of Input Motions to a S&R Model and Design of Basement Full Text: CiNii	143-144
Earthqake Resistance Design of a 45 Story Reinforced Concrete Building Using Super High Strength Materials : Part 3 Nonlinear Earthquake Response Analyses Using Equivalent Model Full Text: CiNii	145-146
Earthqake Resistance Design of a 45 Story Reinforced Concrete Building Using Super High Strength Materials : Part 4 Nonlinear Earthqake response Analyses Using Rigorous Model Full Text: CiNii	147-148
Study on Aseimic Design of 70-Story Reinforced Concrete Office Building used Super High Strength Materials : Part 1 Outline of Building and Aseismic Design Principle Full Text: CiNii	149-150
Study on Aseimic Design of 70-Story Reinforced Concrete Office Building used Super High Strength Materials : Part 2 Three-Dimensional Inelastic Analysis and Earthqake Response Analysis Full Text: CiNii	151-152
Development of Reinforced Concrete Residential Buliding MC-HRPC System」 : Part 1 Outline of the Building and Seismic Design Method Full Text: CiNii	153-154
Development of Reinforced Concrete Residential Buliding MC-HRPC System」 : Part 2 Evalution of Earthqake Resiting Properties on a Reinforced Concrete Residential Building Full Text: CiNii	155-156
Development of Reinforced Concrete Residential Buliding MC-HRPC System」 : Part 3 Test on Columns Full Text: CiNii	157-158
Development of Reinforced Concrete Residential Buliding MC-HRPC System」 : Part 4 Test on column-beam joints Full Text: CiNii	159-160
Seismic Design of Ductile Moment-resisting High-rise Reinforced Concrete Frame under Bidirectional Seismic Excitation : (Part1 : Concuttency Coefficients to Ensure a Weak Beam-Strong Column Mechanism Full Text: CiNii	161-162
An Estimation of Mechanism Assurance Design by a Modal Superposition Method Full Text: CiNii	163-164
Shear Resisting Capability of Reinforced Concrete Braced Frames : Report2 Investigation on Test Results Full Text: CiNii	165-166
Response Charactiristics of 3-D Frame Models Subjected to One And Two Direction Earthquake Inputs Full Text: CiNii	167-168
Response Characteristics of Reinforced Contrete Columns Under Bi-directional Earthqake Motions : Part15 Evalution of Shaking Table Test Results Full Text: CiNii	169-170
Response Characteristics of Reinforced Contrete Columns Under Bi-directional Earthqake Motions : Part16 Static Analytical Results of Rectangular Columns Full Text: CiNii	171-172
Response Characteristics of Reinforced Contrete Columns Under Bi-directional Earthqake Motions : Part17 Static Analytical Results of Rectangular Columns Full Text: CiNii	173-174
Earthquake Response Analysis of R/C Frames Considering Column Bi-Axial Flexural Interaction : (Part 1) Method of Analysis and Basic Results Full Text: CiNii	175-176
Earthquake Response Analysis of R/C Frames Considering Column Bi-Axial Flexural Interaction : Part 2 Study on Column Overstrength Ratio Full Text: CiNii	177-178
Elasto-plastic Earthquake Response Analysis of a Highreise Reinforced Concrete Frame in consideration of Varying Axial Force on Columns : A Study on the Effect of Inelastic Behaviour of Beam-column Joints Full Text: CiNii	179-180
3-Dimensional Elasto-plartic Analysis of Highrise Reiforced Contrete Core Wall Structure : Analysis of Reinforced Concrete Box-typed Wall Column Full Text: CiNii	181-182
Inelastic Three Dimensional Behavior of Reinforced Concrete wall Structures with Stiffness Eccentricity Full Text: CiNii	183-184
SEISMIC RESPONSE ANALYSES OF REINFORCED CONCRETE WALL COLUMN-FRAME COUPLING STRUCTURES : Part1 The Shear Distributions of frames Full Text: CiNii	185-186
SEISMIC RESPONSE ANALYSES OF REINFORCED CONCRETE WALL COLUMN-FRAME COUPLING STRUCTURES : Part2 The Ratios of Column Strength to Beam Strength for Frame, the Base Wall Strength for Wall Column Full Text: CiNii	187-188
Design Seimic Force and Elasto Earthquake Response R/C Frame Structure Full Text: CiNii	189-190
Effect of hysteresis loop and viscous damping type on Earthquake Response of RC building Full Text: CiNii	191-192
Investigation on formulation of the multi-spring serial model for reiforced concrete members Full Text: CiNii	193-194
Bond Splitting Strength of Lap Splices inside and outside Hinge Regions Full Text: CiNii	195-196
Pullout Strength of 2-Layered Main Bars with Lapping Splices fof Precast Concrete Members Research on Precast Contrete Strucures with Concrete and Main Bar Joints at Differet Positions(NO. 26) Full Text: CiNii	197-198
Bending Test of Precast concrete Beams with Splice Joint Full Text: CiNii	199-200
Bond Characteristics of Grout-filled Steel Sleeve Joint. : Part. 1 Results of Experiment and Outline of Analysis Model Full Text: CiNii	201-202
Bond Characteristics of Grout-filled Steel Sleeve Joint. : Part. 2 Improved Analysis Model Full Text: CiNii	203-204
Stady of Grout-filled Coupling Steel Sleeve. : Part 4 : of Improvement Menthod by Using High-strength or Moter Grout on Characteristic of Coupling. Full Text: CiNii	205-206
Structural Performance of Precast Concrete Members with New Grout-Filled Coupling Sleeve Joint : Part-1 : Joint Element Test with Concrete outside the Cover Full Text: CiNii	207-208
Structural Performance of Precast Concrete Members with New Grout-Filled Coupling Sleeve Joint : Part-2 : Test of Specimens Full Text: CiNii	209-210
Experimetal Studies on Lap-splicing of Longitudinal Deformed Bars with Headed Anchor by Gas Pressure welding in RC Beams (Part ; 2) Full Text: CiNii	211-212
Experimental Study on Ultrasonic testing Method for Welded Reinforcing-bar Splice : Pilot Test Full Text: CiNii	213-214
Study on Automatic for Reinforcing Bars by Ceremaic Backing. Full Text: CiNii	215-216
Seismic Retrofitting of Exsitint Reinforced Concrete Columns with Carbon Fibers : part1 Influence of Retrofitting Carbon fibers on Bond Strength of Longitudinal Bars Full Text: CiNii	217-218
A Study on Reinforced Effects for Reinforced Concrete Structure witn Fibers Sheets. : Part 1 Results of Bendint Test for Reinforced Beams. Full Text: CiNii	219-220
A Study on Reinforced Effects for Reinforced Concrete Structure witn Fibers Sheets. : Part. 1 Results of Shearing test for Reinforced beams. Full Text: CiNii	221-222
Study on the properties of reinforced concrete columns with central reinforcement(Part 2) Full Text: CiNii	223-224
Evalution of strengh gain about strenghening wall on existing R. C. school building by microtremor measrement Full Text: CiNii	225-226
Elasto-plastic Analysis of Reinforced Concrete Frames Strengthened by Post Casted Side Walls : Part4. Frame Models Strengthened by Post Casted Side Walls Full Text: CiNii	227-228
Seismic Performance of Reinforced Concrete Buildings Dameged by 1993 HOKKAIDO-NANSEIOKI Earthquake Full Text: CiNii	229-230
Damage Caused by Guam Earthquake on August 8,1993 : Part1 Outline of Damage Full Text: CiNii	231-232
Seismic Capacity and Deformation Ability of Reinforced Concrete Thin Non-structural Walls Full Text: CiNii	233-234
Active Vibration Control Experiment with a 5-story Frame Model. : Part2 H∞ Control Theory Full Text: CiNii	235-236
21152 Horizontal Movement of the Storage Ring Floor at the Light Source Building Full Text: CiNii	237-238
Nonlinear Analysis of RC Shear Panels under Cyclic Loading : Part 5 Analysis of Box-Shaped Wall Subjected to Cyclic Loading Full Text: CiNii	239-240
Nonlinear Finite Element Analysis of Wall Frame Structures : Study on Reinforced Concrete Frames with Wing Wall Full Text: CiNii	241-242
Analysis of RC frames with a unit failure type wall. : Part2. On condition for slip failure of a unit shear wall. Full Text: CiNii	243-244
Macroscopic Model for Elastic-Plastic Analysis of Framed Shear Walls. Full Text: CiNii	245-246
A Study on Ultimate Capacity Evalution of RC Shear Wall under Combined Load : Part 1 : Outline of the Experiment Full Text: CiNii	247-248
Non-Liner Finite Element Analysis of Ultimate Shear Strngth of Multi-Storied Reinforced Concrete Shear Walls Full Text: CiNii	249-250
Estimation on Shear Strength of Reiforced Concrete Flanged Shear Walls Full Text: CiNii	251-252
Effect of Orthogonal Wall with Shear Failure on Flexral Strength of Reinforced Concrete L-Shaped Section Shear Walls Full Text: CiNii	253-254
Out-of-Plane Response of Multi-Story Reinforced Concrete Shear Wall Subjected to Bilaterral Deformations under Axial Loading Full Text: CiNii	255-256
Comparison between the Maximum Strength of Framed Shear Walls by Microscopic and Macroscopic Models. Full Text: CiNii	257-258
Strength and Deformation of Framed Shear Walls with Concrete of σ_B=500kgf/cn^2 Level Full Text: CiNii	259-260
Experiment Study on Load-displacement Characteristics of Flexural type RC Shear Walls : Part2 Test Results Full Text: CiNii	261-262
Fundamental study on ultimate in-plane shear failure mechanism of reinforced concrete plates. : Part4. Preliminary investigation for a test for a test under uniaxial tensile and shear stresses. Full Text: CiNii	263-264
Experimental Study of Deformation Capacity of RC Core Wall : Part1 Outline of Test Full Text: CiNii	265-266
Experimental Study of Deformation Capacity of RC Core Wall : Part 2 Discussion on Test Results Full Text: CiNii	267-268
Failure Behaivors of Coupled Structure with Framed Shear Walls having Variable Failure Modes. Full Text: CiNii	269-270
An Experimental Study on Aseismatic if R/C Structural Walls Sustained Damage by Electrolytic Corrosion Testing Method Full Text: CiNii	271-272
Stady on Equivalent Viscous Damping of RC Shear Walls Full Text: CiNii	273-274
A Study on shotcreating mehod using special mortor for reinforced concrete structures : No. 3 Pure shear test of walls Full Text: CiNii	275-276
Experimental Study on Compressive Capacity of R/C Wall Struts Confined by Peripheral Structure : Part3. Variation of Strength and Deformation Among Test Specimens with same Mechanical Properties Full Text: CiNii	277-278
Experiment and Elasto-Plastic Analysis of Framed Shear Walls with an Opening. Full Text: CiNii	279-280
Evalution of Ultimate Strength of Reinforced Concrete Sheaer Walls with Opening by Limit Analysis. : Part 1 : Wall Panel having any Opening on Horizontal Symmeetrical Axis Full Text: CiNii	281-282
Effects of Parameters of Framed Shear Walls with an Opening on Failure Behaviors Full Text: CiNii	283-284
Discriminant on Failure Modes of Framed Shear Walls with an Opening Full Text: CiNii	285-286
Analysis of Precast Concrete Earthqake Resistant Wall by Model of Brace-Substitution. : Part 1 : On Model of Brace-Substitution of Precast Concrete Unit Wall. Full Text: CiNii	287-288
Analysis of Precast Concrete Earthquake Resistant Wall by Model of Brace-Substitution. : Part 2 : Parametric Analysis of Precast Conctrete Unit Wall by Stiffness of Joints Full Text: CiNii	289-290
An Analytical Study on Ultimate Shear Strength of Precast Concrete Shere Walls : Part 1 A Fundamental Study Full Text: CiNii	291-292
Bending Ultimate Strength of RC L-shaped Section Shear Wall Subjects to Bi-directional Horizontal Forces and Normal Force. Full Text: CiNii	293-294
Experimental study on shear behavior of precast concrete shear wall : Part1 Outline of test Full Text: CiNii	295-296
Experimental study on shear behavior of precast concrete shear wall : Part2 Consideration of test results Full Text: CiNii	297-298
Sandwich-type Shear Wall Composed of Precast Panels and Cast-in-place Concrete : Part1,Structural System and Outline of Experiments Full Text: CiNii	299-300
Sandwich-type Shear Wall Composed of Precast Panels and Cast-in-place Concrete : Part II, Evalution of Stiffness and Bearing Capacity Full Text: CiNii	301-302
Experimental Study on Behavior of Precast Shear Walls with Double Half Panels : Part1. Outline of Test Full Text: CiNii	303-304
Experimental Study on Behavior of Precast Shear Walls with Double Half Panels : Part2. Test Results Full Text: CiNii	305-306
Experimental Study on Behavior of Precast Shear Walls with Double Half Panels : Part3. Discussions of Test Results Full Text: CiNii	307-308
Development of Precast RC Shear Walls with I lmproved Ductility. : Part1 A Pilot Test Full Text: CiNii	309-310
Experimental study on failure behavior of precast Shear Wall without joint resinforcement in cotter : Part1. Out-line of test and Failure behavior Full Text: CiNii	311-312
Experimental study of failure behavior of precast shear wall without the joint reinforcement in cotter : Part2. Test results discussions Full Text: CiNii	313-314
A study on the resistance mechanism of multi-story precast shear wall without reinforcing bars in the vertical joint : Part2 : Outline of the loading test for the compressive corner Full Text: CiNii	315-316
A study on the resistance mechanism of multi-story precast shear wall without reinforcing bars in the vertical joint : Part3 : The results of the loading test for the compressive corner Full Text: CiNii	317-318
Failure Behaviors of Precast-Prestressed Framed Shear with Constraint for Sliding Full Text: CiNii	319-320
An Experimental Study of the Multi-Story Precast Concrete Shear Walls : Part2 On the Behaviors of Precast Wall panels and Ultimate Shear Strength Full Text: CiNii	321-322
The Tensil Capacity of Main Bar Splice at a Reduced Precast Sheawall Thickness : (Part1)Outline of Experiment Research on precast Concrete structures with concrete Sturctures with concrete and Main Bar Joints at Different positions(No.29) Full Text: CiNii	323-324
The Tensil Capacity of Main Bar Splice at a Reduced Precast Sheawall Thickness : (Part2 Parameter Effects on Strength)Reserch on Precast Concrete Structures with Concrete and Main Bar Joints at Different Positions(NO.30) Full Text: CiNii	325-326
Cooperative Researches on WR-PC Construction Method : Test of Precast Concrete Multi-story Shear Walls Part3 : Tests on Shear Walls Failing in Flexure Full Text: CiNii	327-328
Cooperative Researches on WR-PC Construction Method : Test of Precast Concrete Multi-story Shear Walls Part4 : Estimation for Ultimate Strength Full Text: CiNii	329-330
Deformaiton Characteristics of Wall Columns in Reinforced Concrete Frame Structures : Part1 Test and Results Full Text: CiNii	331-332
Deformaiton Characteristics of Wall Columns in Reinforced Concrete Frame Structures : Par2 Comparison of Test results and Analytical Results Full Text: CiNii	333-334
Structural Performance of Wall Type of Columns for High-Rise Precast Concrete Structure : Infruence of Mortar Layer in Lateral connection Full Text: CiNii	335-336
A Discussion on Elasto-Plastic Analysis for R/C Columns by Using a Fiber Model Full Text: CiNii	337-338
Experimental Study on New RC Box Wall Column : Part-3 Analysis by Fiver Model Method Full Text: CiNii	339-340
Stress-strain Caracteristics of Confined Concrete under Flexural Compression Full Text: CiNii	341-342
Effective Factor for Yield Criterion of Reinforced Concrete Shear Plane Full Text: CiNii	343-344
Structural Properties of a diagonal compression-field in RC columns : Part1 Outline and Test Results Full Text: CiNii	345-346
Struction Properties of a diagonal compression-field in RC columns : Part2. Influence of shear-span ratio on compression strength Full Text: CiNii	347-348
Struction Properties of a diagonal compression-field in RC columns : Part3. Evalution of the compressive strength of RC columns Full Text: CiNii	349-350
Size Effect on Fracture Absorpion Enagy of Reinforced High Strength Concrete Columuns Under Uniaxial Compression Full Text: CiNii	351-352
Buckling behaviors of intermediate steel bars in R/C Columns : Part 1 : Outline of test varying material strength Full Text: CiNii	353-354
Buckling behaviors of intermediate steel bars in R/C Columns : Part 2 : Valuation of Intermediate Main Bars Full Text: CiNii	355-356
Experimental Study on Compression and Shear Bending Behavior of Reinforced Concrete Square Columns Using High Strength Reinforcement Full Text: CiNii	357-358
Ultimate strains related to bending to behavior of longitudinal reinforcing bars arranged in confined concrete : Part1. Outlines of tests and definition of the strain Full Text: CiNii	359-360
Ultimate strains related to bending to behavior of longitudinal reinforcing bars arranged in confined concrete : Part2. Equation to estimate the strains Full Text: CiNii	361-362
Experimental Study on Axial Behavior of R/C Columns using 1000kgf/cm&It ;_3&gt ; Concrete Full Text: CiNii	363-364
Size effect concentric compression charcteristics of high strength reinforced concrete columns confined by lateral reinforcement Full Text: CiNii	365-366
Size effect concentric compression charcteristics of high strength reinforced concrete columns confined by lateral reinforcement : Part2. Discussion of stress-strain relationship and analysis Full Text: CiNii	367-368
Effects of derails of rectangular transverse reinforcement of strength and deformation characteristics of confined concrete Full Text: CiNii	369-370
Strength and deformaiton characeristics of confined concrete with high-strength concrete and high-strength lateral reinforcement : Part1. Effects of adopted factors Full Text: CiNii	371-372
Strength and deformaiton characeristics of confined concrete with high-strength concrete and high-strength lateral reinforcement : Part2. Equaion to estimate compressive strength Full Text: CiNii	373-374
Analysis of Concrete Confinemnet by Circular Hoops using the Lower Bound theorem Full Text: CiNii	375-376
Evalution of Flexural Strength of Columns Using High Strength Rebars(USD685) For High-Rise R/C Building Full Text: CiNii	377-378
A study of flexural strengh at the critical section of R/C columns subjected to compression and shear-bending : Part1 Outline fo the experiment Full Text: CiNii	379-380
A study of flexural strengh at the critical section of R/C columns subjected to compression and shear-bending : Part2 Result of the experiment Full Text: CiNii	381-382
High-Strength Concrete Columns with Longitudinal Reinforcement of Mixed Steel Grades Full Text: CiNii	383-384
Analysis on Ultimate Behavior of RC Column Sections Full Text: CiNii	385-386
Ultimate Moment of High-Strength Reinforced Concrete Columns : Part1 Outline of Estimating Method Full Text: CiNii	387-388
Ultimate Moment of High-Strength Reinforced Concrete Columns : Part2 Verification of Estimating Method Full Text: CiNii	389-390
Allowable and Ultimate Strength Envelope of RC and SRC Column under Bi-axial Bending Full Text: CiNii	391-392
Effect of Strain Rates on Strength and Failure Mode of Reinforced Concrete Members : Part5 Fiber Model Analysis Full Text: CiNii	393-394
21231 ANALYSIS OF INELASTIC CYCLIC BEHAVIOR OF RC SECTIONS USING A PROPOSED STRESS-STRAIN MODEL : PART1 Full Text: CiNii	395-396
21232 ANALYSIS OF INELASTIC CYCLIC BEHAVIOR OF RC SECTIONS USING A PROPOSED STRESS-STRAIN MODEL : Part2 Full Text: CiNii	397-398
Study on shear design equations for reinforced concrete member : Part 1 Investigation of equations in terms of structural factors Full Text: CiNii	399-400
Analysis of biaxial shear strength of RC column Full Text: CiNii	401-402
Investigation of the Proposed Shear Design Equations for R/C Columns Using High Strength Concrete Full Text: CiNii	403-404
Static Loading Tests of R/C Columns with Buckling Main Bars under Varying Axial Load : Part 1. Outline of Tests Full Text: CiNii	405-406
Static Loading Tests of R/C Columns with Buckling Main Bars under Varying Axial Load : Part 2. Results of Tests Full Text: CiNii	407-408
Static Loading Tests of R/C Columns with Buckling Main Bars under Varying Axial Load : Part3 Arranging Method to Prevent Buckling Main Bars Full Text: CiNii	409-410
Experimental Study on the Full Scale Reinforced Concrete Columns under Eccentric Loading : Part 1 Test Results Full Text: CiNii	411-412
Experimental Study on the Full Scale Reinforced Concrete Columns under Eccentric Loading : Experimental Study on the Full Scale Reinforced Concrete Columns under Eccentric Loading Full Text: CiNii	413-414
Experimental Study on the Full Scale Reinforced Concrete Columns under Eccentric Loading : Part 3 Strain Distributions Full Text: CiNii	415-416
Study on Cumulative Damage of RC Beam-Columns and SRC Beam-Columns Subjected to Repeated Loading Full Text: CiNii	417-418
Study on Ducility of Reinforced Concrete Columnns Full Text: CiNii	419-420
An Experiment Study on Pull-out Deformation of Reinforcing Bars Full Text: CiNii	421-422
Bi-Axial Interaction of R/C Columns with Respect to Displacement : Part 1 Experiments Full Text: CiNii	423-424
Bi-Axial Interaction of R/C Columns with Respect to Displacement : Part2 Analysis Full Text: CiNii	425-426
Study on Seismic Performance of RC Columns under Bi-directional Loading Full Text: CiNii	427-428
Experimental study on Columns of high-rise reinforced concrete buildings : -part. 1- Test outlines and results Full Text: CiNii	429-430
Experimental study on Columns of high-rise reinforced concrete buildings : -part2- Discussion of the test results Full Text: CiNii	431-432
An Experimental Study On Reinforced Concrete Circular Columns Heavily Confined by Spiral Reinforcement Full Text: CiNii	433-434
Development of Loading Capacity and Toughness of RC Column Laterally Coonfined by Heavy Reinforcement Full Text: CiNii	435-436
Effect of Configuration of Transverse Steel on the Behavior of Reinforced Concrete Columns : (Part 1) Outline of Experiment Program Full Text: CiNii	437-438
Effect of Configuration of Transverse Steel on the Behavior of Reinforced Concrete Columns : (Part 2) Experimental Results of Columns under Axial Load Full Text: CiNii	439-440
Effect of Configuration of Transverse Steel on the Behavior of Reinforced Concrete Columns : (Part 3) Experimental Results of Columns under Combined Forces Full Text: CiNii	441-442
Effect of Configuration of Transverse Steel on the Behavior of Reinforced Concrete Columns : (Part 4) Investigation on the Experimental Results Full Text: CiNii	443-444
Evalution of Inelastic Deformaiton of R/C column with New Concept Full Text: CiNii	445-446
Study on Strength and Ductility for Reinfoced Concrete Circler Column with Diagonal Reinforcements in Flexurel Yield. : Part. 1 Column Member Subjected Symmetrical Bending Moment Full Text: CiNii	447-448
Experimental Study on Ductility of Short R/C Columns Which contain Main Reinforcements without Bont Full Text: CiNii	449-450
A structural experiment of the reinforced concrete column built-in precast concrete column at the core : Part. 1 Unconfined compression test Full Text: CiNii	451-452
A structural experiment of the reinforced concrete column built-in precast concrete column at the core : Part. 2 Shear and bending test Full Text: CiNii	453-454
An Experimental Study on Aseismatic Behavior of R/C Columns Sustained Damege by Electrolytic Corrosion Testing Method Full Text: CiNii	455-456
Study on Development of Recyclable R/C Structure : Part1 Preliminary Test of R/C Block Assemblage Column Full Text: CiNii	457-458
Experimental Study on Behavior of Precast Reinforced Concrete Column : Part 1 Outline of Experimental Study Full Text: CiNii	459-460
Experimental Study on Behavior of Precast Reinforced Concrete Column Full Text: CiNii	461-462
Study on Strength and Deformation of RC Precast Columns with High Strength Materials. : Part 1. Outline and Result of Experiments. Full Text: CiNii	463-464
Study on Strength and Deformation of RC Precast Columns with High Strength Materials. : Part2. Estimation of Flexure Strength. Full Text: CiNii	465-466
Structural Performance of High Strength Concrete Members. : Phase 2 : Experiment of Columns Full Text: CiNii	467-468
Studies on hybrid building construction used beam and column with structural shell-form : Part1 Compression tests of the column with structural shell-form Full Text: CiNii	469-470
Research and Development on Outer-Shell Precast Concrete Frame Structure : Part 4 : Tests of The Box-Type Half-Precast Concrete Columns with High Strength Hoops Full Text: CiNii	471-472
Research and Development on Outer-Shell Precast Concrete Frame Structure : Part6 : Discussion on the Joint Surface Failure Mode Full Text: CiNii	473-474
Tests of R/C Columns with Outer Precast Shell Subject to Uni-and Bi-axial Lateral Loads : Part 1 : Outline of Tests Full Text: CiNii	475-476
Tests of R/C Columns with Outer Precast Shell Subject to Uni-and Bi-axial Lateral Loads : Part2 : Discussions on Test Results Full Text: CiNii	477-478
Lateral Loading Test on Precast Wall Structure Reducing to Columns at the Ground Storey : Part 5 Experimental Study on Steel-Reinforced Concrete Columns under Fluctuation of Axial Force Full Text: CiNii	479-480
Lateral Loading Test on Precast Wall Structure Reducing to Columns at the Ground Storey : Part6 Experiment Study on Frame-Specimen Full Text: CiNii	481-482
Lateral Loading Test on Precast Wall Structure Reducing to Columns at the Ground Storey : Part7 Experimental Study on four storys wall Full Text: CiNii	483-484
Lateral Loading Test on Precast Wall Structure Reducing to Columns at the Ground Storey : Part8 Experimental Study on wall Column with Pilotis Full Text: CiNii	485-486
Lateral Loading Test on Precast Concrete Wall Column for Medium-rise Housing Structure : Part 1 Structual Concrete and Experimental Schedule. Full Text: CiNii	487-488
Lateral Loading Test on Precast Concrete Wall Column for Medium-rise Housing Structure : Part 2 Tests Results Full Text: CiNii	489-490
Lateral Loding Test of Wall-Column with High Strength Shear Reinforcement on WR-PC Construction Full Text: CiNii	491-492
Experimental Study on Shear Strength of High-Strength RC Interior Beam-Column Joints with Slabs and Transverse Beams Full Text: CiNii	493-494
Experimental Study on Seismic Performance of Beam-Column Joints Including Deformed Bar Joints Full Text: CiNii	495-496
Experimental Study on improvement of load-deflection caharacteristics of reinforced concrete interior beam-column joint Full Text: CiNii	497-498
Structurel Performance of High Strength Concrete Members. : Phase1 : Experiment of Beam-Column Joints Full Text: CiNii	499-500
Experimental Study on R/C Corner Column and Footing Beam Joints under Diagonal Laterral Loads : Part1. Outline of the Experiments Full Text: CiNii	501-502
Experimental Study on R/C Corner Column and Footing Beam Joints under Diagonal Laterral Loads : Par2. Results of the Experiments Full Text: CiNii	503-504
Experimental Study on R/C Corner Column and Footing Beam Joints under Diagonal Laterral Loads : Part3. Elastic Analysis by FEM Full Text: CiNii	505-506
Effect of Bi-Directional Loading on Crack Behavior of Inner R/C Beam-Column Frame. : -Behavior of R/C Structure under Bi-Directional Earthquake Motions(Part I)- Full Text: CiNii	507-508
Effect of Bi-Directional Loading on Crack Behavior of Inner R/C Beam-Column Frame. : -Behavior of R/C Structure under Bi-Directional Earthquake Motions(Part II)- Full Text: CiNii	509-510
Effect of Bi-Directional Loading on Inner R/C Beam-Column Frame's Stress Behavior around Joint. : -Behavior of R/C Structure under Bi-Directional Earthquake Motions(Part III)- Full Text: CiNii	511-512
Experimental Study on Precast Reinforced Concrete Beam-Column Joints : (Part1) Interior Beam-Column Joints Full Text: CiNii	513-514
Experimental Study on Precast Reinforced Concrete Beam-Column Joints : (Part2) Exterior Beam-Column Joints Full Text: CiNii	515-516
Tests on Shearing behavior of precast reinforced concrete beam column joints Full Text: CiNii	517-518
Seismic Performance of Beam-Column Joints With Eccentricity : Part 1 Outline of Experiment Full Text: CiNii	519-520
Seismic Performance of Beam-Column Joints With Eccentricity : Part 2 Test Results Research on Precast concrete structures with concrete and Main Bar Joints at Diffrent Posititons(NO23) Full Text: CiNii	521-522
Experimental Study on Bent Bar Anchorage in Precast R/C Beam-Column Joint : Part1 Outline of Structural System and Planning of Experimental Tests Full Text: CiNii	523-524
Experimental Study on Bent Bar Anchorage in Precast R/C Beam-Column Joint : Part II Investigation of the Test Results Full Text: CiNii	525-526
Experimental Study on Interior Precast Beam-Colomn Joints with High Strength Reinforcement : Part1. Outlines of the Experiment and Relationship between Load and Deflection Full Text: CiNii	527-528
Experimental Study on Interior Precast Beam-Colomn Joints with High Strength Reinforcement : Part2. Experiment Results and Discussion Full Text: CiNii	529-530
Experimental Study of Seismic behaviors of High-rise Precast Reinforsed Concrete Structures : Part1. Test of Column and Beam Members Full Text: CiNii	531-532
Experimental Study of Seismic behaviors of High-rise Precast Reinforsed Concrete Structures : Part2. Test of Beam-Column Frames Full Text: CiNii	533-534
21301 鉄筋コンクリート造内柱梁接合部の梁主筋の付着指標 Full Text: CiNii	535-536
A STUDY ON THE FAILURE CALSSIFICATION OF REINFORCED CONCRETE BEAM COLUMN JOINTS Full Text: CiNii	537-538
Previous Proposed Formulas for Shear Strength and Classfication of Failure Modes of Interior Beam-Column Joint. : Part1. Previous Proposed Design Formulas. Full Text: CiNii	539-540
Previous Proposed Formulas for Shear Strength and Classfication of Failure Modes of Interior Beam-Column Joint. : Part2. Previous Proposed Formulas for Shear Strength Full Text: CiNii	541-542
Previous Proposed Formulas for Shear Strength and Classfication of Failure Modes of Interior Beam-Column Joint. : Part3. Previous Proposed Method for Classification of Failure Modes. Full Text: CiNii	543-544
Ranking-out failure of 90-degree hooked bars in R/C beam-column joints : Part 1. Test program and characteristics of failure Full Text: CiNii	545-546
Ranking-out failure of 90-degree hooked bars in R/C beam-column joints : Part 2. Strength and Deformation Full Text: CiNii	547-548
Study on Seismic perfomance of Reinforced Concrete frame Structure based on Shear Capacity of Beam to Column Joint : Part1 Simprified Formula to Estimate Column Shear Stress at Joint Failure Full Text: CiNii	549-550
Study on Seismic performance of Reinforced Concrete Frame Structure based on Shear Capaicity of Beam to Column Joint : Part 2 Application Examples of Simprified Formula to Estimate Column Shear Stress at Joint Failure Full Text: CiNii	551-552
Non-Liner Finte Element Analysis on Shear and Bond of R/C Interior Column-Beam Joints with Ultra High-Strength Materials : Part 1 : Outline of Analysis Full Text: CiNii	553-554
Non-Liner Finte Element Analysis on Shear and Bond of R/C Interior Column-Beam Joints with Ultra High-Strength Materials : Part 2 : Investigation of Analytical Results Full Text: CiNii	555-556
Three Dimensional Behaviors of Reinforced Concrete Beam-Column Joints under Seismic Load. : Beam-Column Joints under Seismic Load. Full Text: CiNii	557-558
Three Dimensional Behaviors of Reinforced Concrete Beam-Column Joints under Seismic Load. : Part-2 Crack Pattern and Principal Compressive Stress. Full Text: CiNii	559-560
Three Dimensional Behaviors of Reinforced Concrete Beam-Column Joints under Seismic Load. : Part-3 Analysis of A Joint under Bi-axial Seismic Load. Full Text: CiNii	561-562
Shear Stress-Relationship of RC Interior Beam-Column Joints Full Text: CiNii	563-564
Finite Element Analysis on Restoring Focre Characteristics of Reinforced Concrete Beam-Column Joint Full Text: CiNii	565-566
Analysis of Interior R/C Beam-Column Frame with Joint panel Failing in Cyclic Deterioration : Part 1 Ultimate Strength and Cyclic Deterioration of Joint Panel Full Text: CiNii	567-568
Analysis of Interior R/C Beam-Column Frame with Joint panel Failing in Cyclic Deterioration : Part2 Analytical Method and Results Full Text: CiNii	569-570
The Beam Deformation of R/C Interior Beam-Column Subassemblages Full Text: CiNii	571-572
Experimental Studies on Structure with Thin Outer Form of Precast Concrete : Part2 Bending-Shear Tests on RC Beam Used U-type Precast form and Tests of Frame with Beam-Column Crossed Section Full Text: CiNii	573-574
Study on the development of connections in mixed structures consisting of steel beams and reinforced concrete columns(Part 2) Full Text: CiNii	575-576
Study on Joiting Method for Mixed Construction Full Text: CiNii	577-578
Behavior of R/C Wall-Slab Structures under Vertical and Out-Plane Horizontal Loading : Part 1 Test Outline and Failure Performance of Wall-Composite Hollow Slab Connections Full Text: CiNii	579-580
21324 BEHAVIOR OF R/C WALL-SLAB STRUCTURES UNDER VERTICAL AND OUT-PLANE HORIZONTAL LOADING : Part2 Considerations on Bending and Shear Strengths of Wall-Consideration on Bending and Shear Strengths of Wall-Composite Hollow Slab Connections Full Text: CiNii	581-582
Experimental Study of Waffle-type Composite Slab-to-column Connections : Part1 : Outline of test Full Text: CiNii	583-584
Experimental Study of Waffle-type Composite Slab-to-column Connections : Part2 : Result of test Full Text: CiNii	585-586
Experimental Study of Waffle-type Composite Slab-to-column Connections : Part 3 : A lift up system Full Text: CiNii	587-588
Seismic Test of Slab-Column Connections of Flat Plate Construction Using High Strength Corecrete : Part1 Test Synopis and Test Results Full Text: CiNii	589-590
Seismic Test of Slab-Column Connections of Flat Plate Construction Using High Strength Corecrete : Part2 Disucussion about Test Results Full Text: CiNii	591-592
Tests of Edge Column-Slab Connection in Flat Plates Full Text: CiNii	593-594
Research on the Concrete Structure Reinforced with Steel Plates(PLRC) : Part17. Energy Absortion Capacities of PLRC Structure Full Text: CiNii	595-596
Part18 Experimental Study on Beam Column Conection Full Text: CiNii	597-598
Reserch on the Concrete Sturucture Reinforced With Steel Plates(PLRC) : Par19 Beam Behavior Passing through PLRC Interior Beam-Colmn Joint Full Text: CiNii	599-600
Reserch on the Concrete Sturucture Reinforced With Steel Plates(PLRC) : Part20. Joint Behavior of PLRC Interior Beam-Column Joint Full Text: CiNii	601-602
Shear Strenghening Existing Reinforced Concrete Column by Winding with High Strength Fiber Full Text: CiNii	603-604
An Experiment Study on Aseismatic Behavior of R/C Columns Using FRP Grid as Hoops Full Text: CiNii	605-606
An Experiment Study on Aseismatic Behavior of R/C Columns Using FRP Grid as Hoops Full Text: CiNii	607-608
Inteligent Structural Materials : Part2 Fracture Foreseeing Function of CFGFRP Composite as a Sensor for Concrete Cracks Full Text: CiNii	609-610
Shear Capacity of Concrete Beams Reinforced with FRP Rods under Cyclic Loading Full Text: CiNii	611-612
LONG-TERM PERFORMANCE OF REINFORCED CONCRETE BEAMS Full Text: CiNii	613-614
Study on Fundamental Characteristics of Carbon-Fiber-Mesh Reinforced Mortar Plate Full Text: CiNii	615-616
Evalution method on stiffiness of craced FRP reinforced concrete members Full Text: CiNii	617-618
Experimental Study on Bond and Anchorage Mechanism of 2-dimensional and 3-dimentional Type FRP : Part II : On Resistance of Transverse Bar Full Text: CiNii	619-620
Experimental Study on Bond and Anchorage Mechanism of 2-dimensional and 3-dimentional Type FRP : Part III : Analysis Using Finite Element Method Full Text: CiNii	621-622
Prediction of Long-Term Deflection of Flat Plate Structures under Working Loads by Finite Difference Analysis : -Part 1 : Caluculation Procedure and Adaptability Check- Full Text: CiNii	623-624
Prediction of Long-Term Deflection of Flat Plate Structures under Working Loads by Finite Difference Analysis : -Part 2 : Deflection Check Using Calculation Models- Full Text: CiNii	625-626
Study on the Stiffeness Evalution Method of R/C Slabs Full Text: CiNii	627-628
Examination of the Modified Park Method on the all edge restrained R/C Slabs with Elasto-plastic Analysis as the medium(Part 1) Full Text: CiNii	629-630
Examination of the Modified Park Method on the all edge restrained R/C Slabs with Elasto-plastic Analysis as the medium(Part 2) Full Text: CiNii	631-632
Examination of the Modified Park Method on the all edge restrained R/C Slabs with Elasto-plastic Analysis as the medium(Part 3) Full Text: CiNii	633-634
Experiment Study on Shearing Strength of Reinforced Concrete Voided-Slab : Part-1 Pretest of Square Slab Full Text: CiNii	635-636
Behavior of Rinforced Concrete Slabs Under Ultimate State : Part 1 Comparison between Experiments and Numerical Analysis. Full Text: CiNii	637-638
Behavior of Reinforced Concrete Slabs under Ultimate State. : Part II Subjects to Pure Bending and Pure Torsion. Full Text: CiNii	639-640
The Lightest PC Curtain Wall With Stainless Reinforcements and Light Weight Concrete : Part 1 Outline Full Text: CiNii	641-642
The Lightest PC Curtain Wall With Stainless Reinforcements and Light Weight Concrete : Part2 Structural Performance Full Text: CiNii	643-644
Splitting-Bond Failure at Inner Rebars of Double-Layered Longitudinal Reinforcements : Part 3 Outlines of Test and Test Results Full Text: CiNii	645-646
Splitting-Bond Failure at Inner Rebars of Double-Layered Longitudinal Reinforcements : -Part. 4 Splitting-Bond-Strength Formulation- Full Text: CiNii	647-648
Predictability of Propsed Bond Splitting Strength Equaion for Reinforced Concrete Members before Fleural Yielding Full Text: CiNii	649-650
Evaluation of Adhesive Strength of Concrete Joint by Bond Splitting Test Full Text: CiNii	651-652
Effect of Bar Lug Geometry on Splitting Bond Charcterisitics Full Text: CiNii	653-654
An Equation for Bond Splitting Strength Based on Action between Deformed Bars and Concrete : Part 1 Fundamental Models Full Text: CiNii	655-656
An Equation for Bond Splitting Strength Based on Action between Deformed Bars and Concrete : Part 2 A Proposal An Equation for Bond Splitting Strength Full Text: CiNii	657-658
Splitting bond analyses of R/C baced on plastic theory and fracture mechanics : No.1 , the epitome of analyses Full Text: CiNii	659-660
Splitting bond analyses of R/C baced on plastic theory and fracture mechanics : No. 2,the result of analyses Full Text: CiNii	661-662
Influence of Yield stress of Transverse Reinforcement on The Bond Strength of Reinforced Concrete Members. Full Text: CiNii	663-664
Study on Cracking and Bond Behaviors of Reinforced Light-Weight Concrete Tensile Members : Part Outline and Results of Test on Cracking Behavior Full Text: CiNii	665-666
Study on Cracking and Bond Behaviors of Reinforced Light-Weight Concrete Tensile Members : Part2 Results of Test on Bond Stress Distribudion and Discussion Full Text: CiNii	667-668
Experimental Study on Anchorage of Bar of RC Beams : Part1 Outline and Results of Test Full Text: CiNii	669-670
Experimental Study on Anchorage of Bar of RC Beams : Part2 Discussion on Mechanism of Anchor Plate Full Text: CiNii	671-672
Study on the Performance of Hook Anchoring to End Hook of Shear Reinforcing Bar Full Text: CiNii	673-674
A Study on mechanisms of beam-bent bar anchorage in R/C wall column and beam joints : Part3 Experimental Plan and Results of second series Full Text: CiNii	675-676
A Study on mechanisms of beam-bent bar anchorage in R/C wall column and beam joints : Part4 Discussions of first and second series Full Text: CiNii	677-678
A Study on mechanisms of beam-bent bar anchorage in R/C wall column and beam joints : Part5 Finite element analysis Full Text: CiNii	679-680
Study on the headed anchor of column reinforcing bars in the beam-column joint of Top Floor : Part1 Test of T-shaped beam-column joint Full Text: CiNii	681-682
An experimental investigation on the headed anochor of reiforcing bars in the beam-columb joint : Part3 Test of T-shaped beam-column joiint Full Text: CiNii	683-684
An experimental investigation on the headed anochor of reiforcing bars in the beam-columb joint : Part4 Pull out test of T-shaped beam-column joint Full Text: CiNii	685-686
Test for Standardizing Set-Testing Procedure of Bonded Anchors : Part 1 Outline of Test Full Text: CiNii	687-688
Test for Standardizing Set-Testing Procedure of Bonded Anchors : Part 2 Test Results Full Text: CiNii	689-690
Study on Bonded Anchors Heated in Refractory : Part 1 Test of 3 Hour Heating Full Text: CiNii	691-692
Mechanical behavior of Undercut type Ancor with filler, subjected to long term sustained load : -Part. 1 Displacements of Undercut type Anchor to sutained load- Full Text: CiNii	693-694
Mechanical behavior of Undercut type Ancor with filler, subjected to long term sustained load : Part. 2 Static pull-out tests of Undercut type Anchor- Full Text: CiNii	695-696
Experimental Study on the Behavior of Post-installed Anchors Subjected to Tension Full Text: CiNii	697-698
Pull-out Strength of Post Installed Anchors Full Text: CiNii	699-700
Pull-out Behaivior of thread Rebars with Special Anchar-Plate Embedded in Concrete Block Full Text: CiNii	701-702
BOND Splitting strength on Sheath for Precast concrete Method : (Part1 Outline of Experiment)Research on precast concrete structures with concrete and maien bar joints at Diffrent positions(NO.24) Full Text: CiNii	703-704
BOND Splitting strength on Sheath for Precast concrete Method : (Part1 Outline of Experiment)Research on precast concrete structures with concrete and maien bar joints at Diffrent positions(NO.24) Full Text: CiNii	705-706
A Design exmaple of heavy RC curtain wall fastener and its strength test : Part 1 Design Concept and strength of fastener Full Text: CiNii	707-708
A Design exmaple of heavy RC curtain wall fastener and its strength test : Part2 Pull-out Strength of fastener embedded in RC currein wall Full Text: CiNii	709-710
Methods of anchorage by cast-in-Placed anchor-bolts in RC precast curtain wall. : Part1. outline of study Full Text: CiNii	711-712
Methods of anchorage by cast-in-Placed anchor-bolts in RC precast curtain wall. : PART23 Pull out test Full Text: CiNii	713-714
Methods of anchorage by cast-in-Placed anchor-bolts in RC precast curtain wall. : Part3. Shear tests Full Text: CiNii	715-716
Methods of anchorage by cast-in-Placed anchor-bolts in RC precast curtain wall. : Part4 Comparison between numerical value and actual value Full Text: CiNii	717-718
Methods of anchorage by cast-in-Placed anchor-bolts in RC precast curtain wall. : Part5. an examination for Expost-installed anchor-bolts Full Text: CiNii	719-720
The Effects of Cracks on Pull-out Strength of a Bolt installed in concrete Full Text: CiNii	721-722
High-Speed Loading Test on Improvement of Impact Resistance of Steel Liners Atached to Reinforced Panels Full Text: CiNii	723-724
Concrete Fracture Analysis using Discerete Elemet Method : (Part7) Local Fracture Simulation of Full Scale Impact Tests on Reinforced Concrete Slab with steel Liner Full Text: CiNii	725-726
Concrete Fracture Analysis using Discerete Elemet Method : (Part8)Investigation on Penetraion Behaviour Caused by Missile Impact Full Text: CiNii	727-728
Concrete Fracture Analysis using Discerete Elemet Method : (Part9) Analytical Study of Spilitting Tensile Test of Cylindrical Concrete Specimens Full Text: CiNii	729-730
Mode Decomposition of Two Dimensional Elastic Stress Full Text: CiNii	731-732
21400 ELASTO-PLASTIC BEHAVIOR OF SHEAR WALLS UNDER COMBINED LOADING Full Text: CiNii	733-734
Concrete Rough Crack Shape measured by Optical method Full Text: CiNii	735-736
Analytical Study on Deterioraion of Compressive Characteristics of Cracked Ultra-high Strength Concrete Full Text: CiNii	737-738
Finite Element Analysis of Plain Concrete with Tension Softening Properties Full Text: CiNii	739-740
Evalution of Damage Range of Plane Concrete under Triaxial Compression Full Text: CiNii	741-742
Lateral Confinement Path-dependent Model on Damage mechanism in Shear Band Full Text: CiNii	743-744
Fundamental study on concrete stress-strain curves including falling branch Full Text: CiNii	745-746
Estimation of the Dynamic Characteristics of Concrete after the Compressive Strength Full Text: CiNii	747-748
Fundamental Study on Compressive Failure and Toughness of High Strength Light-Weight Concrete : (Part 1 : Uniaxial Compression Test of Plain and Confined Concrete Full Text: CiNii	749-750
Fundamental Study on Compressive Failure and Toughness of High Strength Light-Weight Concrete : (Part 2 : Confining Effect of Lateral Reinforcements Full Text: CiNii	751-752
Experimental Study on Vertical Connections between Precast Concrete wall panels : -Subjeced to Locations of Cotters- Full Text: CiNii	753-754
Shear Behavior in Connection of Precast Concrete with Shear-key : (Part5)" Seismic Performance of Precast Artificial light-weight Aggregate Concrete Frame Structures" Full Text: CiNii	755-756
Studies on the Seismic Properties Concrete Shear Wall-Floor Slab Joint Bars under Inclined Arrangement(Part 1) Full Text: CiNii	757-758
Studies on the Seismic Properties Concrete Shear Wall-Floor Slab Joint Bars under Inclined Arrangement(Part 1) Full Text: CiNii	759-760
The Shear Transfer of Dowel Steel Bar in the Connection of PCa Structutes without Cotter : Part1. Outline and Results of On-line Tests Full Text: CiNii	761-762
The Shear Transfer of Dowel Steel Bar in the Concretion of PCa Structures without Cotter : (Part 2. The Mechanism of Bearing Resistance Full Text: CiNii	763-764
Experimental Study on Structure with Thin Outer Form of Precast Concrete : (Part1 Shear Tests on the Joints Surface and Bending-Shear Tests on U-type Precast Form Full Text: CiNii	765-766
A Study on Seismic Performance of 3 Stories Concrete Paneled Frames Having the Twin Web Plate : Part I Outlines of Alternative Loading Test of Rigid Frame Full Text: CiNii	767-768
A Study on Seismic Performance of 3 Stories Concrete Paneled Frames Having the Twin Web Plate : Part II Reserch on Experriment Results Full Text: CiNii	769-770
A Study on Structural Design of Industrialized Precast Concrete Housing System : (Part10 A Test on Construction Joints of Bearing Walls) Full Text: CiNii	771-772
Behavior in Large Clarifier Tank Connection of Precast Concrete Wall Structurs with Shear-key : "Experimental Flexural and Shear Behavior in connection of Out Side" Full Text: CiNii	773-774
Experimental Study on Flexual and Shear Behavor of Wall-PCa RC Footing Beam Part 1. : Experimental Study on Flexial Behavor Full Text: CiNii	775-776
Experimental Study on Flexual and Shear Behavor of Wall-PCa RC Footing Beam Part 2. : Experimental Study on Flexial Behavor Full Text: CiNii	777-778
Mechanical Behavior of Precast Concrete Foundation Part1. : Outline of Test Full Text: CiNii	779-780
Mechanical Behavior of Precast Concrete Foundation Part2. : Disucussion of Test Results Full Text: CiNii	781-782
An Experimental Study on Precast Concrete Stairs Full Text: CiNii	783-784
Structural Study of High Rise RC Structures : Structural Experiments of Precasr RC Frame with Short Lap Joint at End of Span Full Text: CiNii	785-786
Structural Study of High Rise RC Structures Part3 : Structural Experiments of Precasr RC Frame with Short Lap Joint at End of Span Full Text: CiNii	787-788
Structural Study of High Rise RC Structures : Structural Experiments of Precast RC Frame with joint in Beam-column Conection Full Text: CiNii	789-790
Experimental Study on the Earthquake Resistance of RC High-rise Building Part 5 : Outline of Experimental Procedure Full Text: CiNii	791-792
Experimental Study on the Earthquake Resistance of RC High-rise Building Part6 : Test Results Full Text: CiNii	793-794
Experimental Study on the Earthquake Resistance of RC High-rise Building Par7 : Outline of Discussions and Conclusions Full Text: CiNii	795-796
Experimental and Analytical Study on HHRC Structure Part12 : -Seismic loading tests of one span- two stories frame reinforced with high strength reinforcements -I- Full Text: CiNii	797-798
Experimental and Analytical Study on HHRC Structure Part12 : -Seismic loading tests of one span- two stories frame reinforced with high strength reinforcements -II- Full Text: CiNii	799-800
Experimental and Analytical Study on HHRC Structure Part12 : -Seismic loading tests of one span- two stories frame reinforced with high strength reinforcements -1- Full Text: CiNii	801-802
Study on the Resistance Capacity of Multi Span Frames with Multi Story Columns under Alternating High Axial Force Part 1. : Outline of Experimental Study Full Text: CiNii	803-804
Study on the Resistance Capacity of Multi Span Frames with Multi Story Columns under Alternating High Axial Force Part 2. : Experimental Procedure Full Text: CiNii	805-806
Study on the Resistance Capacity of Multi Span Frames with Multi Story Columns under Alternating High Axial Force Part 3. : Test Results Full Text: CiNii	807-808
Estimate of Cracking in Reinforced Concrete Beam under Sustained Loading No.1 : Induction of a Estimated Formula Full Text: CiNii	809-810
Estimate of Cracking in Reinforced Concrete Beam under Sustained Loading No.2 : an Examination of Conformity Full Text: CiNii	811-812
Flexural Deformation Analysis for RC Beams Considering Size Effect(Part1) : Test Results and Discussion Full Text: CiNii	813-814
Flexural Deformation Analysis for RC Beams Considering Size Effect(Part2) : Analytical Discussion Full Text: CiNii	815-816
Ultimate Flexural Strength of Beam-column-Slab System in the Vicinity of the Corner Column in R/C Frame Subjectted to Bi-directional loading Part2 Full Text: CiNii	817-818
FEM Analysis of Reinforced Concrete Beams by Monte Carlo Method Part1 : : Analysis by Fixed Date Full Text: CiNii	819-820
FEM Analysis of Reinforced Concrete Beams by Monte Carlo Method Part2 : : Analysis by Monte-Calro Simlation Full Text: CiNii	821-822
Failure Mechanism of Reinforced Concrete Beam Subjected to Reverced Cyclic Loading Full Text: CiNii	823-824
Experimental Study Hysteresis Roops of R/C Beams using High-Strength Materials Full Text: CiNii	825-826
Experimental Study Hysteresis Roops of R/C Beams using High-Strength Materials : Relation Between Shear Reinforcement Stress and Deformation Capacity Full Text: CiNii	827-828
Experimental Study on Flexural Deformation Behavior of T-shaped RC Beams Made with High-Strengty Concrete : Part1 : test Results and Discussion Full Text: CiNii	829-830
Experimental Study on Flexural Deformation Behavior of T-shaped RC Beams Made with High-Strengty Concrete : Part2rediction Formulas for each Components of Deformation Full Text: CiNii	831-832
Experimental Study on Deformation Capacity of Reinforced Concrete Beams with High-Strengh Shear Reinforcements : -Effects of Shear Reinforment Ratio in Non hinge Zone- Full Text: CiNii	833-834
Experimental Study on Shear Deterioration after Flexural Yielding of Reinforced Concrete Beams Part.1 : Outline and Results of Experiments Full Text: CiNii	835-836
Experimental Study on Shear Deterioration after Flexural Yielding of Reinforced Concrete Beams Part.1 : Investigation of Experimental Results Full Text: CiNii	837-838
Experimental Study on deteriration of flexural behavior in steel reinforced concrete beams with corroded reinforcing bars. Part1 : Results of SRC specimens Full Text: CiNii	839-840
Experimental Study on deteriration of flexural behavior in steel reinforced concrete beams with corroded reinforcing bars. Part2 : Results of SRC specimens Full Text: CiNii	841-842
Strength and ductility of reinforced concrete beans. Part13. : In the case of tention reinforcement ratio was P_t3.11% Full Text: CiNii	843-844
Hysteretic Enagy Dissipation of Reinforced Concrete Beams Full Text: CiNii	845-846
High-Strength, super light-weight arrengedate reinforced concrete Part6 Bond Splitting Full Text: CiNii	847-848
Research on Ductility Improvement of Short RC Beams. Part4 : Effective Stiffness of Truss Element Full Text: CiNii	849-850
Study on Ductility of Short Span RC Beams Part1 : : Outline of the test Full Text: CiNii	851-852
Study on Ductility of Short Span RC Beams Part2 : : Test results and discussions Full Text: CiNii	853-854
Experimental Study on Strength and Ductility of Short Beam Part 1. : Outline of Experimental Test Full Text: CiNii	855-856
Experimental Study on Strength and Ductility of Short Beam Part 1. : Investigation of Test Results Full Text: CiNii	857-858
Experimental Study on Reinforced Concrete Short Span Beam Using High-Strength Materials. Full Text: CiNii	859-860
An Experimental Study on Diagonally Reinforced Concrete Short Beams Using High Strength Concrete Reinforcement Part1 : Ourline and Results of the Experiment Full Text: CiNii	861-862
An Experimental Study on Diagonally Reinforced Concrete Short Beams Using High Strength Concrete and Reinforcement : Part2 Investigation on the Results Full Text: CiNii	863-864
Shear Resisitant Behavior of Beam with High Strenge Concrete under Repeated Reversed Loading Full Text: CiNii	865-866
Study on Shear Capacity of Reinforced Concrete Beams in Shear Compression Failure Mode Full Text: CiNii	867-868
Experimental Study on Size Effect of Shear Strength in Reinforced Concrete Beams with Shear Reinforcement : Part1 Outline and Results of Test Full Text: CiNii	869-870
Experimental Study on Size Effect of Shear Strength in Reinforced Concrete Beams with Shear Reinforcement : Part2 Discussion of Test Results Full Text: CiNii	871-872
Experimental Study on Size Effect of Shear Strength in Reinforced Concrete Beams with Shear Reinforcement : Part3 Investigation by Plastic Analysis Models Full Text: CiNii	873-874
A Study on Plate Anchor Detailing System of Shear Rebar with Out Plane Force : Part1 Outline of Study Full Text: CiNii	875-876
A Study on Plate Anchor Detailing System of Shear Rebar with Out Plane Force : Part2 Summary of Test Results Full Text: CiNii	877-878
Study on Anchorage Details of Shear Reinforcement in R/C Beams Subjected to Out-of-Plane Shear : (Part3) Deformation and Bond Transfer Full Text: CiNii	879-880
Study on Anchorage Details of Shear Reinforcement in R/C Beams Subjected to Out-of-Plane Shear : (Part4)Flexural Behavior and Shear Strengh Full Text: CiNii	881-882
Shear failure of reinforced concrete beams subject to diagonal tension field : Part 1 : program and behavior failure Full Text: CiNii	883-884
Shear failure of reinforced concrete beams subjected to diagonal tension field : Part2 : Shear distorition and performance of reinforcement Full Text: CiNii	885-886
Shear failure of reinforced concrete beams subjected to diagonal tension field : Part3 : Intial cracking strengths and ultimate shear strengths Full Text: CiNii	887-888
Shear Strength of R/C Beam Considering Three Dimensional Fracture : Part1 Outline of the test Full Text: CiNii	889-890
Shear Strength of R/C Beam Considering Three Dimensional Fracture : Part2 Inner Shear Crack Condition Full Text: CiNii	891-892
Shear Strength of R/C Beam Considering Three Dimensional Fracture : Part3 Analysis with Upper Bond Theorem Full Text: CiNii	893-894
Shear Strength of R/C Beam Considering Three Dimensional Fracture : Part4 Caved Plane Fracture Model Full Text: CiNii	895-896
Analysis on Shear Resisting Mechanism of Reinforced Concrete Beam Full Text: CiNii	897-898
Minimum Shear Reinforcement in Reinforced Concrete Bems Full Text: CiNii	899-900
Analitical Study on Shear Behavior of R/C Beam Full Text: CiNii	901-902
Experimental Study on reinforced concrete beams with opening Full Text: CiNii	903-904
Behavior in Shear Failure of Reinforced Concrete Beams with circular Opening Using Reinforced Hardware of Ring and mesh NO. 2 Full Text: CiNii	905-906
Behavior in Shear Failure of Reinforced Concrete Beams with circular Opening Using Reinforced Hardware of Ring and mesh NO. 3 Full Text: CiNii	907-908
Experimental Study on Improvement of Reinforcing Method for RC perforted Beams Full Text: CiNii	909-910
Shear Bending Tests on Reinforced Concrete Beams with Web Opening at the End Full Text: CiNii	911-912
Experimental Study on Strength of RC Beams with Openings using High Strength Concrete : Part2 Influence of Shear span ratio Full Text: CiNii	913-914
Analysis of shear strength of RC beams with 2 web openings Full Text: CiNii	915-916
Emperical on Shear Cracking Strength around a Hole and Bond Splitting Failure Strength of Beams with a Hole Full Text: CiNii	917-918
21493 LATERAL STIFFNESS OF FRAMES WITH BEAM OPENINGS AND STRESS DISTRIBUTION IN THE VINCINITY OF AN OPENING Full Text: CiNii	919-920
Experimental Study on Deformation Capacity of R/C Beams with Opening Using High Strength Reinforment : Part1 : Outline of the test Results Full Text: CiNii	921-922
Experimental Study on Deformation Capacity of R/C Beams with Opening Using High Strength Reinforment : Part2 : Discussion on Test Results Full Text: CiNii	923-924
Experimental Studies on web reinforcement of R. C. perforeted beam reinforced by new shaped hardware : Part4. Shear strength of perforated beam and efficiency of hardware using ultra high strength reinforcement Full Text: CiNii	925-926
Experimenta Study on Web-Reinforcement of Reinforced Concrete Beams with Holes : (Part11)Shear Rainforcing Performance of high strength materials Full Text: CiNii	927-928
Shear Strength of RC Beams with 80kgf/mm^2 High Yied Strength Experimental Study Shear Strength Evalution in Reinforced Concrete Beams with web Opening Full Text: CiNii	929-930
Shear Strength of RC Beams with 80kgf/mm^2 High Yied Strength Experimental Study on Shear Strength in Reinforced Concrete Beams with Web Opening Full Text: CiNii	931-932
Shear Strength of RC Beams with 80kgf/mm^2 High Yied Strength Experimental Study on Shear Strength in Reinforced Concrete Beams with Web Opening : with 6kgf/mm^2 High Strength Concrete Full Text: CiNii	933-934
Behavior in Shear Failire of Reinforced Concrete Beams with Web Circular Opening Using High-Strength Openings Reinforcement : (Part1) Full Text: CiNii	935-936
Behavior in Shear Failire of Reinforced Concrete Beams with Web Circular Opening Using High-Strength Openings Reinforcement : (Part2) Full Text: CiNii	937-938
Behavior in Shear Failire of Reinforced Concrete Beams with Web Circular Opening Using High-Strength Openings Reinforcement Full Text: CiNii	939-940
Experimental Study on Deformation Behavior of Reinforced concrete Beams with web Opening : 1. Study of Experimental Plan and Shear Strength Full Text: CiNii	941-942
Experimental Study on Deformation Behavior of Reinforced concrete Beams with web Opening : 2. Study of Shear Behavior on Flexural Behavior Full Text: CiNii	943-944
Experimental Study on Ductility of Half Precast Reinforced Concrete Beam with Web Opening in the Hinge zone Full Text: CiNii	945-946
Experimental Study on Reinforced Concrete Beam with Opening at plastic hinge area(NO.1) Full Text: CiNii	947-948
Experimental Study on Reinforced Concrete Beam with Opening at plastic hinge area(NO.2) Full Text: CiNii	949-950
Experimental Study on the Deformation of Reinforced Concrete Beams with Opening : Part2 Supplementary Test Full Text: CiNii	951-952
Experimental Study on the Deformation of Reinforced Concrete Beams with Opening : Part3 Discussion on Test Result Full Text: CiNii	953-954
A STUDY OF POST YIELD OVERSTRENGTH OF R/C BEAMS WITH STEEL TUBE SPLICES Full Text: CiNii	955-956
Experimental Study of Intensive Shear Reinforcing Effect on RC Members with Sleeve Joints Full Text: CiNii	957-958
Mechanical Behavior of Precast Concrete Beam with Grout-filled Coupling Sleeve Full Text: CiNii	959-960
Seismic Performance of Precast Beams with Lapping Bar Splices under Shear Forces : (Part1 Outline of Experiment)Research on Precast Concrete Structures with Concrete and Main Bar Joints at Diffrent Positions(No.27) Full Text: CiNii	961-962
Seismic Performance of Precast Beams with Lapping Bar Splices under Shear Forces : (Part2 Discussion on Shear Capacity)Reserch on Precast Concrete Structures with Concrete and Main Bar Joints at Diffrent Positions(No.28) Full Text: CiNii	963-964
Ductility of Reinforced Concrete Beams with Main Bars Spliced at the End : part1 The Outline of the test and the Relationships between Shear force and Displacement Full Text: CiNii	965-966
Ductility of Reinforced Concrete Beams with Main Bars Spliced at the End : Part2 Bond strength and deformability Full Text: CiNii	967-968
Bending-Shear Test on U-Shaped Precast Concrete Bean using Lap Splices : Part1 : Outline of test Full Text: CiNii	969-970
Bending-Shear Test on U-Shaped Precast Concrete Bean using Lap Splices : Part2 : Test Results and Discussion Full Text: CiNii	971-972
Experimental Study Reinforced Concrete Beam with Lap Splices of Lougigudinal Bar in U-formed Precast Full Text: CiNii	973-974
Experimental Study on Flexral Behavior of RC Beam with Lap-Splices of Longitudinal Bar in U-Formed PCa Full Text: CiNii	975-976
A Study on Shear Transmission Mechanism of Intensively Shear Reinforced PCa Members Full Text: CiNii	977-978
Study on Mechanical Properties of Precast R/C Beams Using Two Kids of Strength of Concrete Full Text: CiNii	979-980
Experimental Study on Precast Reinforced Concrete Beams with Horizontal joint : Part3. Extra Experiment of Boundary Joint Element Full Text: CiNii	981-982
Experimental Study on Precast Reinforced Concrete Beams with Horizontal joint : Part4. An Experiment of Boundary Joint Bar Full Text: CiNii	983-984
An Experimental Study on Slip Behavior of RC Beams with Horizontal Construction Joints : in case of a/D=3.0 Full Text: CiNii	985-986
Reserch and Development on Outer-Shell Precast Concrete Feame Structure : Part5 : Tests of The U-Type Half-Precast Concrete Beams with High Strength stirrups Full Text: CiNii	987-988
Experimental Study on Thin and U-Shaped Precast Concrete Beams with High Strength Bars and Concrete : Part1. Outline of the test and Results Full Text: CiNii	989-990
Experimental Study on Thin and U-Shaped Precast Concrete Beams with High Strength Bars and Concrete : Part2. Discussion on Experimental Results Full Text: CiNii	991-992
Experimental Study on Extruded Cement Panel for Composite Structural Members : Part1. Test Plan and Test Results of Composite Structural Beams Full Text: CiNii	993-994
Experimental Study on Extruded Cement Panel for Composite Structural Members : Part2. Monolithic Property and Flexural Behavior of Composite Structural Beams Full Text: CiNii	995-996
Experimental Study on De-airing Extruded Fiber-reinforced Motar Panel for Composite Structural Members : Part6. Test Plan of Composite Structure beams Full Text: CiNii	997-998
Experimental Study on De-airing Extruded Fiber-reinforced Motar Panel for Composite Structural Members : Part7. Test Plan of Composite Structure beams Full Text: CiNii	999-1000
Dynamic Behavior of Prestressed Concrete Building Frames : Part3. Hysteretic Behavior of portal Building Frames Full Text: CiNii	1001-1002
Dynamic Behavior of Prestressed Concrete Building Frames : Part4. Dynamic Behaviors of Portal Building Frames Full Text: CiNii	1003-1004
Earthquake Response Prestressed Concrete Buildings : (Part1)Hysteresis Model for Prestressed Concrete Members Full Text: CiNii	1005-1006
Earthquake Response Prestressed Concrete Buildings : (Part2)Earthquake Response on Concrete Buildings Full Text: CiNii	1007-1008
Basic investigation of ultimate strength design of PC frame structures : Part1. Designed frame structure Full Text: CiNii	1009-1010
Basic investigation of ultimate strength design of PC frame structures : Part2. Static elasto-plastic analysis Full Text: CiNii	1011-1012
Basic investigation of ultimate strength design of PC frame structures : Part3. Dynamically elasto-plastic analysis Full Text: CiNii	1013-1014
EXPERIMANTAL STUDY OF THE EFFCTIVE WIDTH OF T-BEAM ON PRESTRESSED CONCRETE STATICALLY INDITERMINATE FRAME CASTED IN SITE Full Text: CiNii	1015-1016
Experimental Study on Aseimic Capacity of Prestressed Concrete Beams with Large web Openings : Part1 Test Programe and Test results Full Text: CiNii	1017-1018
Experimental Study on Aseimic Capacity of Prestressed Concrete Beams with Large web Openings : Part2 Discussion on test Results Full Text: CiNii	1019-1020
Experimental Study on Strength and Deflection Behavior of Prestressed Concrete Beams with Rectangular Opening : Part23. Reinforcement of Openig by Precast Member and Procedure of Design Full Text: CiNii	1021-1022
Experimental Study on Shear Behavior of Prestressed Concrete Beams : Part1 Outline of Test and Results Full Text: CiNii	1023-1024
Experimental Study on Shear Behavior of Prestressed Concrete Beams : Part2 Discussion of Test Results Full Text: CiNii	1025-1026
Experimental Study on Shear Behavior of Prestressed Concrete Beams : Part3 Discussion of Shear Capacity Full Text: CiNii	1027-1028
Experimental Study on Seismic Capacity of Precast Concrete Wall Isolated from Boundary Column : Part1 Testing Model and Loading Method Full Text: CiNii	1029-1030
Experimental Study on Seismic Capacity of Precast Concrete Wall Isolated from Boundary Column : Part2 Load-Displacement Relationship and Failure Type Full Text: CiNii	1031-1032
Hysteresis Behavior of Precast Beam-Column joint Assemblages Post-tensioned by Comosite Starands : Part1 : Outline of Experiments Full Text: CiNii	1033-1034
Hysteresis Behavior of Precast Beam-Column joint Assemblages Post-tensioned by Comosite Starands : Part2 : Test Results Full Text: CiNii	1035-1036
Seismjc Behavior of Prestressed Concrete Beams : Part3 Inelastic Rotation of Beam End Hinge Region Full Text: CiNii	1037-1038
Seismjc Behavior of Prestressed Concrete Beams : Part4 Pull-out Tests on Prestressing Strands Full Text: CiNii	1039-1040
Experimental Study on Joint panelof Beam-Column Assemblages or Precast Concrete Flat Beam Construction Full Text: CiNii	1041-1042
Bending Tests on Precast and Prestressed Concrete Composite Slab Full Text: CiNii	1043-1044
An efficinency test of a partial precast concrete floor board Full Text: CiNii	1045-1046
Deflection Behavior on Long-Time Bendings and Strength after tests of Composite Slabs with Prestressed Precast Panels Full Text: CiNii	1047-1048
Fundamental Study on Hypothetical Flexural Tensile Stress for Partially Prestressed Concrete Full Text: CiNii	1049-1050
Flexural Behavior of PRC Slabs Prestressd after Crack Occured Full Text: CiNii	1051-1052
An experimental study on composite floor slab composed of prestressed concrete and high-strebtgh plate : A basic experimental study on prestressed composite panel with high-strength plate Full Text: CiNii	1053-1054
Transfer Length of Defomed Bars used for Prestressing Steels Full Text: CiNii	1055-1056
An Experimental Study on the Behavior of the Joint of Reinfoced Concrete Flat Slab Concrete with Concrete Filled Steel Tubular Column by Prestresssing Full Text: CiNii	1057-1058
Basic Study on Prestressed Steel Reinforced Concrete beam : Part6 A Long-term Experiment on Effective Prestress Full Text: CiNii	1059-1060
A test of anchorages of prestressed concrete shell dome having a diameter of 110m : A test by reduced-size model Full Text: CiNii	1061-1062
Total Quality of Steel for Stuructural Materials Full Text: CiNii	1063-1064
Effect of Heat Imput by Welding on Fracture in 800MPa Tensile Strength Steel Full Text: CiNii	1065-1066
Material Characteristics and Low Cycle Fatigue Limits of Low Yield Strength Steel Plates Full Text: CiNii	1067-1068
Mechanical Charavteristics of Base Metal of Steel Plate(SM490A)Produced by Electric Fumace Full Text: CiNii	1069-1070
An Investigation on Mechanical Properties of UO-pipe for Building Structual Use Full Text: CiNii	1071-1072
Brittle fracture properties of cold press-bent box-section columns : Part13 mechanical properties Full Text: CiNii	1073-1074
Brittle fracture properties of cold press-bent box-section columns : Part2. fracture properties of column members Full Text: CiNii	1075-1076
Experimental On Mechanical Properties of Cold Press-Formed Steel Square Tube : Part2. fracture properties of column members's Coner Full Text: CiNii	1077-1078
Experimental on Mechanical Properties of Cold Press-Formed Steel Square Tube : Part2 On The Mechanical Property Distribution and Stress-Stain Curve in Each Small Part of Tube's Full Text: CiNii	1079-1080
Full scale tensile tests of cold roll-formed RHS(Part1) Full Text: CiNii	1081-1082
Full scale tensile tests of cold roll-formed RHS(Part2) Full Text: CiNii	1083-1084
Study on Mechanical Properties of Cold-Formed Steel Square Tubes on Stress Relieving(Part1) Full Text: CiNii	1085-1086
Study on Mechanical Properties of Cold-Formed Steel Square Tubes on Stress Relieving(Part1) Full Text: CiNii	1087-1088
Finite Element Analysis on the Stress Distribution in Notched Steel Full Text: CiNii	1089-1090
Experimental Study on Mechanical Property of SM50A by reported load : Part4. Effect of Variable Amplitude Straaining Full Text: CiNii	1091-1092
An United Application of Menegotto-Pinto Model to Stress-Stain Relationships of Steels(SS400,SM490,SU304)Under Repeated and Reversed Load Full Text: CiNii	1093-1094
Study on Fracture Behavior of Center Notched Steel Plate under Cyclic Loads Full Text: CiNii	1095-1096
Effect of Plastic Strain Amplitude on Crac Generation Mechanism in Steel : Transition from Fatigue Crack to Ductile Crack Full Text: CiNii	1097-1098
Low cycle fatigue test on Shear Yieding type low yield stress steel hysteretic damper for control : Part5 Mathematical model of shear stress-shear strain relation of low yield stress steel Full Text: CiNii	1099-1100
Fatigue crack growth rates of high qulity steel under low temperature Full Text: CiNii	1101-1102
Study on application of 80kgf/mm^2 class tensile strength steel to building structure : Part8 High cycle fatigue tests using small specimens Full Text: CiNii	1103-1104
A Study on Deformation Capacity of Beams and Material Properties Full Text: CiNii	1105-1106
The Effectin of Mechanical Propertise of Structural Steel to the H-Section Beam under the Uniformly Distributed Load Full Text: CiNii	1107-1108
The research of Strength and deformaiton capacity of thim-walled steel girder members : Part1 outline of experiment and strength Full Text: CiNii	1109-1110
The research of Strength and deformaiton capacity of thim-walled steel girder members : Part2 deformation capacity Full Text: CiNii	1111-1112
A Study on Plastic Deformation Behavior with Stiffener : Part1. Outline and Primary Structual Properties Full Text: CiNii	1113-1114
A Study on Plastic Deformation Behavior with Stiffener : Part2. Investigation on the Effect of Stiffenss Full Text: CiNii	1115-1116
Studies on strength and plastic deformation capacity of steel perforated beam with small width-thickness ratio : Part. 1Limit distance of opening position Full Text: CiNii	1117-1118
Studies on strength and plastic deformation capacity of steel perforated beam with small width-thickness ratio : Part. 2 Influence of Opening Position Full Text: CiNii	1119-1120
Study on strength and plastic deformaiton capacity of steel perforrated beam with large web width-thincness ratio in the middle of span Full Text: CiNii	1121-1122
Elasto-plastic behavior of steel frame with composite beam : Part3 Behavior of long-spanned composite beam Full Text: CiNii	1123-1124
Study on restricted of slab on lateral bukling behavior of steel beams : (Part3)Rigidity of RC slabs against lateral buckling Full Text: CiNii	1125-1126
Study on restricted of slab on lateral bukling behavior of steel beams : (Part4)effect of web width-thickness ratio Full Text: CiNii	1127-1128
ELASTIC LATRAL BUCKLING LOAD OF H-SHAPED UNDER CODITION OF CONSTRUCTION RESTRAINTED UPPER FLANGE : Part. 1Latarl buckling load of beam under complete restraints Full Text: CiNii	1129-1130
ELASTIC LATRAL BUCKLING LOAD OF H-SHAPED UNDER CODITION OF CONSTRUCTION RESTRAINTED UPPER FLANGE : Part. 2 the rigitidy of torsional bracing Full Text: CiNii	1131-1132
Experimental Study on Cmposite Beam of RC slub and H-shaped steel Beam with Opening in Web Full Text: CiNii	1133-1134
Structural Experiments on Prestressed Steel Box Girders : (NO. 1)Structural Characteristics of Prestressd Steel Box Girder and Plan of Structural Experiments Full Text: CiNii	1135-1136
Structural Experiments on Prestressed Steel Box Girders : (NO. 2)Loading Tests of Simple-Beam-Type Prestressed Steel Box Girders Full Text: CiNii	1137-1138
Structural Experiments on Prestressed Steel Box Girders : (NO. 3)Loading Tests of Fixed-Beam-Type Prestressed Steel Box Girders Full Text: CiNii	1139-1140
Structural Experiments on Prestressed Steel Box Girders : (NO. 4)Vibration Tests of Prestressed Steel Box Girders Full Text: CiNii	1141-1142
Inelastic Behavior of Short Hybrid Steel Beams Subjected to Bending and Shear Full Text: CiNii	1143-1144
Analytical study on Load-Displacement relations of H-Shape beam cyclic loading Full Text: CiNii	1145-1146
Reinforcement of Existing Angle Steel Truss Member Full Text: CiNii	1147-1148
Post Buckling Behavior of Laterrally Buckled Chords of Tubular Trusses : Part1 Column Full Text: CiNii	1149-1150
Post Buckling Behavior of Laterrally Buckeld Chords of Tublar Trusses : Part2 Truss Full Text: CiNii	1151-1152
Strength and Deflection Capacity of Compression Members with Laterral Bracing : Part2. Elastic Lateral Bracing Full Text: CiNii	1153-1154
Local Buckling Behavior of Sheet Stainless Steel Structure Full Text: CiNii	1155-1156
A local buckling models for box columns with constant strain triangular elements Full Text: CiNii	1157-1158
The Local Buckling Behavior of Cold-Formed Circular Tubes : Part1 Tension Experiments, Compression Experiments, Measurements of the Residual Strain Full Text: CiNii	1159-1160
The Local Buckling Behavior of Cold-Formed Circular Tubes : Part2 Bending Experiments, The Invesigation of Distorted Cross Sectional Shape Full Text: CiNii	1161-1162
Buckling and Post-Buckling Strength of High-Damped Steel Plates in Compression and Bending Full Text: CiNii	1163-1164
Post Local Bukling Behavior and Deformation Capacity of H-shaped Steel Stub-Columns : Part1 Stub-Columns Test Full Text: CiNii	1165-1166
Post Local Bukling Behavior and Deformation Capacity of H-shaped Steel Stub-Columns : Part2 Limit Analysis Full Text: CiNii	1167-1168
Local Buckling Strength and Flexural Buckling Sterength of H-Shaped Columns of HT780High-Strength Steel Full Text: CiNii	1169-1170
Elasto-Plastic Analysis of a Beam-Column with Unstable Stress-Strain Relation Full Text: CiNii	1171-1172
Ultimate Strength and Ductility of Beam-columns of HT780 High-strength Steel Full Text: CiNii	1173-1174
Ultimate strength and plastic deformation capacity of high quality Steel beam-column Full Text: CiNii	1175-1176
Accuracy of Approximation of Full-plastic Moment of Steel Column Sections Full Text: CiNii	1177-1178
Hysteretic analysis of a steel column constrained by elastic beams : Veeification of the symmetry imit solution Full Text: CiNii	1179-1180
Plastic deformation behavior of H-shaped beam-columns with high-strength steel plates on nutral axis Full Text: CiNii	1181-1182
A Study on Plastic Deformation Behavior of H-shaped Hybrid Beam-columns : Part1. Experiment of Hybrid Beam-Columns Full Text: CiNii	1183-1184
A Study on Plastic Deformation Behavior of H-shaped Hybrid Beam-columns : Part2. Estimation of the Plastic Deformation Capacity Full Text: CiNii	1185-1186
Numerical Analysises of CHS Stub Column : Effect of Diameter to thickness ratio and Yield ratio of material Full Text: CiNii	1187-1188
FEM Analysis on CHS Beam-Column with Small Diameter-to-Thickness Ratio Full Text: CiNii	1189-1190
Load-Carrying and Deformation Capacities of Circular Tubular Members : Part. 3 Beam-Column Test and Discussion Full Text: CiNii	1191-1192
Ultimate Strength of CHS Columns : A Comparison between Cold-Formed and Hot-Finishied Sections Full Text: CiNii	1193-1194
A Study on Mechanical Properties of Full Scale Double-tube Members : Part. 1 Test Piece and Procedure of Test Full Text: CiNii	1195-1196
A Study on Mechanical Properties of Full Scale Double-tube Members : Part. 2 Test Result Full Text: CiNii	1197-1198
Deformability of U-shaped Cold Formed Rectangular Hollow Section with inner diaphragm Full Text: CiNii	1199-1200
Study on the column to pile connection of the over-track building : Part11) Test results of the column-RC rectangular pile connection for weak axis Full Text: CiNii	1201-1202
Experimental Studies on Mechanical Characteristicsof steel square Tubular column Bases Consolidated with RC : part5 Case on the Connection whose cladding reinforced concrete stub is Low Full Text: CiNii	1203-1204
Experimental Studies on Capacity of Stainless steel Base plate Full Text: CiNii	1205-1206
Outline of Exposed steel colmn Bases With Beaing Washer and Bearing Test of Bearing Washer : Study on Exposed Steel column Base With bearing Washer (Part1) Full Text: CiNii	1207-1208
Flexural Test of Exposed Steel Column Bases With Bearing Washer : Study on Exposed Steel column Base with bearing(part II) Full Text: CiNii	1209-1210
Experimental Studies on Mecanical Characteristics of Steel column Bases : Part2 Embeded lengthof ancor bolts Full Text: CiNii	1211-1212
Study on Anchor Bolts of Column Base. Full Text: CiNii	1213-1214
Experimental Study on Exposed Steel Column : Bases with Sprit-Tee Part3 Full Text: CiNii	1215-1216
Critical moment and flexural stiffness of steel column base connected footing by prestressing : Part5. Ultimate strength and hysterisis loop of the prestressed column base with ribbed base plate Full Text: CiNii	1217-1218
Experimental Study on Column Bases under Combined Bending Moment and Shearing Force Full Text: CiNii	1219-1220
Experimental Study on Column Bases under Combined Bending Moment and Shearing Force : (Part2) Full Text: CiNii	1221-1222
Local Failure of Joints of New Truss System Using RHS : Subjected ot Out-of-plane Bending Moment(Part1) Full Text: CiNii	1223-1224
Local Failure of Joints of New Truss System Using RHS : (Part2) Full Text: CiNii	1225-1226
Improvement of Ultimate Capacity Formulae for Tubular Double-k Joints Full Text: CiNii	1227-1228
Study on Delayed Crack with Tack welding of Rectangular Hollw Section Members by cold forming : Part1. A Summary of Experiments and Properties of Material Full Text: CiNii	1229-1230
Study on Delayed Crack with Tack welding of Rectangular Hollw Section Members by cold forming : Part2. Experiments on Delayed Grack with Tack welding Full Text: CiNii	1231-1232
Study on Delayed Crack with Tack welding of Rectangular Hollw Section Members by cold forming : Part3. Charpy impact Test of Compressive Pre-Straing Steel Full Text: CiNii	1233-1234
Performance Test of Welded cylindrical Column with pentrated Diaphragm Made of HT590 High-quality Steel for Building Sturctures Full Text: CiNii	1235-1236
Improvement Method of Backing Strip for Box Section Column Welded Joint on the Site : Part1. Experiment for Development and Results Full Text: CiNii	1237-1238
Improvement Method of Backing Strip for Box Section Column Welded Joint on the Site : Part2. Adoption of Actual Construction and Consideration Full Text: CiNii	1239-1240
Study on the Application of Soft Weld Joint to HT80 Beam-to-Column Connection : In Case of Cycle Loading to the Princpal Axis Direction Full Text: CiNii	1241-1242
Ultrasonic Examination for Partial Peneration Welds of Column to Column Joints Full Text: CiNii	1243-1244
The Residual Stresses at the Toes of Fillet Welded Joints Full Text: CiNii	1245-1246
Experimental Study on Fatigue Strength of Crucifom Welded Joint Full Text: CiNii	1247-1248
Study on Fatigue Properties of Welded Joints : Part 1 Outline of Faitgue Test of Butt Welded Joints Full Text: CiNii	1249-1250
Low-cycle fatigue behavior of K-type welded joint in structure steel Full Text: CiNii	1251-1252
Ductile Cracks Initiating at Growing from Weld Toes(part1) Full Text: CiNii	1253-1254
Ductile Cracks Initiating at Growing from Weld Toes(part2) Full Text: CiNii	1255-1256
Experimental Study on Inclined Fillet Welds between Gusset Platc and Frame Full Text: CiNii	1257-1258
The Development of Automatic Assembling and Welding System of Beam Rectungular Column joint Panel of Steel Structures Full Text: CiNii	1259-1260
Experimental Study on the effect of strain rate in steel base metaland welded joinrs dueto high speed cyclic reversed loadings : Part2 High strength steel Full Text: CiNii	1261-1262
Study on application of soft welding to 780n/mm^2 class tensile strength steel : Part 1 Test resuluts on welded joints of 590N/nmm^2 Full Text: CiNii	1263-1264
Experimental Study on application jointing to steel structures Full Text: CiNii	1265-1266
The Plastic design of multy-story planer frames based on the lower bound theorem Full Text: CiNii	1267-1268
Optimum Design of Planer Framed Stuructures Dealing with Member Section ana Geometry Shape Variables Full Text: CiNii	1269-1270
Study of Damege Tolernat Structure : Part7 Method of Risk Management in High Rise Buildings Full Text: CiNii	1271-1272
Study of Damage Tolernat Structure : Part7 Damage Level of Earthquake Ressistant Design Full Text: CiNii	1273-1274
Study of Damage Tolernat Structure : Part9 Damage Estimation Related with Structural Performance Full Text: CiNii	1275-1276
Study of Damage Tolernat Structure : Part10 Structual Design of High-Rise Bulding Full Text: CiNii	1277-1278
Study on the Feasibility of Systematized Structure Full Text: CiNii	1279-1280
Development of Walking Bridge at a hight of 110m connectiong two high-rise buildings in Seiroka Garden : Part 1. Design of Walking Bridge Full Text: CiNii	1281-1282
Development of Walking Bridge at a hight of 110m connectiong two high-rise buildings in Seiroka Garden : Part 2. Experimental Inspection Full Text: CiNii	1283-1284
Structural Desigh of Kansai International Airport Passenger Terminal Building and Countermeasures to Settlements : Part5 : Outline of the Roof Structural Design Full Text: CiNii	1285-1286
Structural Desigh of Kansai International Airport Passenger Terminal Building and Countermeasures to Settlements : Part6 : Construcion of Roof Frames of a Building located on the Site wher Ground Settlement was in progress Full Text: CiNii	1287-1288
Structural Desigh of Kansai International Airport Passenger Terminal Building and Countermeasures to Settlements : Part7 : Actual Use of A System for Correcting Differntial Settlement during Construction Full Text: CiNii	1289-1290
Structural Desigh of Kansai International Airport Passenger Terminal Building and Countermeasures to Settlements : Part8 : Development of Post-Construction Settlement Control Systems Full Text: CiNii	1291-1292
Study on Cumulative Damage of Frame Subjected to Constant Force and Repeated Horizontal Force Full Text: CiNii	1293-1294
Damage Prediction of Steel Structres Based on the Modal Energy Full Text: CiNii	1295-1296
Seismic Response Characterisitics of Multi-Story Frames having Brittle Columns Full Text: CiNii	1297-1298
Inelastic Response Analysis of Multi-Story Frames Based on the Realistic Behavior or Members : Part.3 Influence of the Plastic deformation of panel zone on the ultimate behavior of frames Full Text: CiNii	1299-1300
Earthquake Response of Member Plastic Deformatino of Rigid Frames with RHS Columns : Part1. Analytical Models and Parameters Full Text: CiNii	1301-1302
Earthquake Response of Member Plastic Deformatino of Rigid Frames with RHS Columns : Part2. Analytical Results Full Text: CiNii	1303-1304
Energy Response of Eccentric Multi-Story frames subjected to seismic Load : Response Analysis for Affects of Plane Shapes of the Frames Full Text: CiNii	1305-1306
Influence of collapse modes of a frame on Earthquake resistance capacity Full Text: CiNii	1307-1308
Collapse behavior of multi-story multi-bay planar frames of weak joint panel type subjected to repeated horizontal displacement Full Text: CiNii	1309-1310
Expert and Non-expert Judgements about Earthquake Damage of Steel Frames Full Text: CiNii	1311-1312
Stability Limit Strength of Plane Frame of Beam Collapsing Type Full Text: CiNii	1313-1314
Approximate Method for Elastic Bukling Strength of Irregular Multi-Story Frames(Part5) Full Text: CiNii	1315-1316
Evalution of Bukling Length of Compressive Chords in Frames Using New Truss System Full Text: CiNii	1317-1318
Prediction of Dynamic Inelastic Responses of Building Frames by Multi-Mass System Full Text: CiNii	1319-1320
Investigation on the Static Characteristics of Low or Middle-Rise Steel Buildings Full Text: CiNii	1321-1322
Seismic Performance of low or middle rise steel structures with weak beam-to-column conections Full Text: CiNii	1323-1324
Elasto-Plastic Behavior of L-shaped Frames with H-shaped High-Strength Steel Column(Part7) Full Text: CiNii	1325-1326
Elasto-Plastic Behavior of L-shaped Frames with H-shaped High-Strength Steel Column(Part8) Full Text: CiNii	1327-1328
Analysis of Foundation-Super Structure with a Lont-span Building above a Railway Station : Part1 Structural Outline, Design Principles, Calulation of Wall Foundation-Sorubg Constant Full Text: CiNii	1329-1330
Analysis of Foundation-Super Structure with a Lont-span Building above a Railway Station : Part2. Analytical Method and Results Full Text: CiNii	1331-1332
Effect of Energy Dissipated Matel Member Installed in Steel Frame Full Text: CiNii	1333-1334
The Temperature Changes of Steel subjected to solar Radiation and The Effect of Fire-protection Full Text: CiNii	1335-1336
Siffness of the steel bearing walls. : Experimental studies of stiffness of thin films with the reinforcement around the opening Full Text: CiNii	1337-1338
Siffness of the steel bearing walls : Experimental Studies of the total rigidities of the frames and the plates post-bukling Full Text: CiNii	1339-1340
Hysteretic Behavior of Shear Panel madw of Low Yiedl Steel Full Text: CiNii	1341-1342
Elast-Plastic Torisonal Damper using Steel Pipes : Part3. Low Cycle Faitgue Test on Improvement Dampers Full Text: CiNii	1343-1344
21706 Effect of Viscous Damper with Connecting Members in Aseismatic Design of High-Rise Buildings Full Text: CiNii	1345-1346
Static Loading Test Machine with Two Vertical Actuators Full Text: CiNii	1347-1348
Experimental Stdies on the post-Bucking Fracture of Steel Members : Part4 Tests on Bracing under Cyclic Loding (Method of Tests and Results) Full Text: CiNii	1349-1350
Experimental Stdies on the post-Bucking Fracture of Steel Members : Part4 Tests on Bracing under Cyclic Loding(Conclusion) Full Text: CiNii	1351-1352
Substructuring Hybrid Simulation on Earthquake Response Steel Braced Frames Full Text: CiNii	1353-1354
Comparison Behavior among Stainless-steel, Mild-Steel & Aluminum-Alloy Braces under Cyclic Tension & Compression Loading Full Text: CiNii	1355-1356
A Study on the Mechnical Charaterisics of a New High-Strengh Material prrcast Brace with a Hysteritic Damper-The Purpose of thei Study and the Design of the Experimentt Full Text: CiNii	1357-1358
A development of earthqake resisting elements for steel framework structure : Part1 : The in Plane shaering test of frameworks with earthquake resisting elements Full Text: CiNii	1359-1360
A development of earthqake resisting elements for steel framework structure : Part2 : The in-plne shearing test of single earrhqake resisting elements Full Text: CiNii	1361-1362
A development of earthqake resisting elements for steel framework structure : Part3 : on a stractual design rechique for frameworks with earthquake resisting element Full Text: CiNii	1363-1364
Slip Strength at Bolted Fricion Joint Full Text: CiNii	1365-1366
Experimental Study on delayed fracture of high strength bolts : The influence of notch-shape on the critical difusible hydorden Full Text: CiNii	1367-1368
Study on delayed fracture of high strength steel bolt Full Text: CiNii	1369-1370
An analytical study on the stress concentraion at the threded engagement of high-strength bolts Full Text: CiNii	1371-1372
Atmospheric Exposure Test of High Strength Bolt Full Text: CiNii	1373-1374
Experiments on Ultimate Strength of steel plates with Bolted Joints : Part 1 : Experiment and the Results Full Text: CiNii	1375-1376
Experiments on Ultimate Strengtn of Steel Planes with Bolted Joints : Part2 : Design formulas of Ultimate Strength, Fracure Form and Fracture Domain Full Text: CiNii	1377-1378
Contact Pressure of High Strength Bolted Friction Grip Joints with the Differnce in Plate Thickness : Part1 Three Dimensional Elasto-Plastic FEM Analysis Full Text: CiNii	1379-1380
Contact Pressure of High Strength Bolted Friction Grip Joints with the Differnce in Plate Thickness : Part2 Two Dimensional Elasto-Plastic FEM Analysis Full Text: CiNii	1381-1382
Constant Stress Distribution of Bolted Friction Joints Using Dished Type Washer Full Text: CiNii	1383-1384
Experimental Study on the effct of strain rate in galvanized high-strength bolted joints due tohight speed cyclic reversed loadings Full Text: CiNii	1385-1386
studies on Durability of Frictional Surface in H. T. B Joints by Chemical Treatment : Part3. Surface Roughness for 450 Days after Indoor Exposure Full Text: CiNii	1387-1388
Study on the characterristic of structure with hales made through panting shar method Full Text: CiNii	1389-1390
The Behavior of the joint panels of steel columns Full Text: CiNii	1391-1392
The behavior of the joint panels at the connection of rectangular steel column : Part. 1 Specimens and the experimental method Full Text: CiNii	1393-1394
The behavior of the joint panels at the connection of rectangular steel column : Part. 2 The results of the shear force loading tests for the joint panels Full Text: CiNii	1395-1396
The behavior of the joint panels at the connection of rectangular steel column : Part. 3 The test results for cruciform subassemblages Full Text: CiNii	1397-1398
Ultimate strength of box column to H shape beam joint Full Text: CiNii	1399-1400
Experimental Study on Beam-to-Column Connection Without Diaphragms Full Text: CiNii	1401-1402
Strength of an RHS column to H-beam connection with perforted panel plates Full Text: CiNii	1403-1404
Study of HT780 High Strength Plate Applied for Structural Member of High-rise Building : Part11 : Fatigue Properties of Large Scale Welded Specimens Full Text: CiNii	1405-1406
Study of 780HT High Strengh Plate Applied for Structural Member of High-Rise Building : Part12 Cyclic Loading Test on Beam-colum Connection Made of the New HT780 Box Culum and SM490 H-shaped Beam Full Text: CiNii	1407-1408
Analyical Study on Resotring Force Charcteristics of Box column-to-H Shaped Beam Connection Full Text: CiNii	1409-1410
Restoring Force Characterisitics of Joint Panels with RHS Column : Part1 Load-shear deformation relationships for welded box culumn Full Text: CiNii	1411-1412
Experimental of beam-column connection of Cross type subassemblage specimen which various axial force and panel strength : 1 Outlinr of experiment, Failure process Full Text: CiNii	1413-1414
Experimental of beam-column connection of Cross type subassemblage specimen which various axial force and panel strength : 2 Load-Deformation relationship Full Text: CiNii	1415-1416
Experimental Study on SHS Column to H-Beam Connections with exterior Plate Diaphragms Full Text: CiNii	1417-1418
Experimental Study on Yield Strength of H-shaped Beam to RHS Column Connection with Split Diaphragms Full Text: CiNii	1419-1420
Experimental Study on Yield Strength of H-shaped Beam to RHS Column Connection with Split Diaphragms : Part2 Proposal for Analytial Model of Yield Strength Full Text: CiNii	1421-1422
Facture and energy dissipation capacity of a beam-to-column joint in weak-panel-type steel structurers Full Text: CiNii	1423-1424
Strength-deformation Behavior of Wide flange steel falme including weak joint panel with composite beam : Part1. Plannig for experiment and Load-displacement relationship Full Text: CiNii	1425-1426
Strength-deformation Behavior of Wide flange steel falme including weak joint panel with composite beam : Part2. Elastoplastic behavior of the panel and absorbing capacity of plastic enegy Full Text: CiNii	1427-1428
experimental Study on Fatigue Failures of beam to column welded Connections : Part3 : Fatigue Test of Two Levels stress Full Text: CiNii	1429-1430
experimental Study on Fatigue Failures of beam to column welded Connections : Part4 : Obsevation of Fatigue Failures Section and s-N Curve Full Text: CiNii	1431-1432
The Study on Fracture of Beam-Colmun Joint Panel with Axial Load : Part1 Determinatin of Fracture limit stress・Weibull stress Full Text: CiNii	1433-1434
The Study on Fracture of Beam-Colmun Joint Panel with Axial Load : Part2 The Effect of Axial Load on Brittle Fracture of Beam-Column Joint Panel Full Text: CiNii	1435-1436
The Study on Fracture of Beam-Colmun Joint Panel with Axial Load : Part3 The Study on Brittle Fracutre for Local Criteria Full Text: CiNii	1437-1438
Experimental Study on Multi-Planar Semi-rigid Steel Frames : Part3 fe Analysis Full Text: CiNii	1439-1440
Seismic Response Analysis of Semi-rigid Steel Frames : Part4 Effect of Restrong Characteristics of Connections on Dynamic Response Full Text: CiNii	1441-1442
A Study on semi-rigid frames with beam-to-column connections reinforced by increasing thickness of columns : Part1 Beam-to-column sub-assemblage tests Full Text: CiNii	1443-1444
A Study on semi-rigid frames with beam-to-column connections reinforced by increasing thickness of columns : Part2 Estimation of reinforcing length and stiffness of connection Full Text: CiNii	1445-1446
Elastic-Plastic Behaviour of Tubular column to H-beam Connection with increasing Thickness of column at connection : Part1 Vertical Loading Test Full Text: CiNii	1447-1448
Elastic-Plastic Behaviour of Tubular column to H-beam Connection with increasing Thickness of column at connection : Part2 Horizontal Loading Test Full Text: CiNii	1449-1450
Elastic-Plastic Behaviour of Tubular column to H-beam Connection with increasing Thickness of column at connection : Part3 Empirical Fomulae for Local Strength Full Text: CiNii	1451-1452
Study on Mechanical Behaviors of H-shaped Beams Welded to Column with Scallops Full Text: CiNii	1453-1454
Influence of web thickness to stress distribution near scallop of H-shaped beam under elasticity Full Text: CiNii	1455-1456
Influence of web thickness to stress distribution near scallop of H-shaped beam under elasticity Full Text: CiNii	1457-1458
Experimental Study on Beam-to-column Welding connection with large Beam-to-column Welding Connection with large Beam Scallops Full Text: CiNii	1459-1460
Experimental Study on Beam-to-Column Welding Connections : Effect of Scallops Full Text: CiNii	1461-1462
An Experiment on the Fatigue Test of Beam to column connection in Consideraion Scallop Form Full Text: CiNii	1463-1464
Brittle Fracuture of Welded Beam Scallop : Part1 Charpy impact Tests on Hot Rolled H Steel Flange Full Text: CiNii	1465-1466
Brittle Fracuture of Welded Beam Scallop : Part2 Effect of Scallop Shape Full Text: CiNii	1467-1468
Experimental Study on strength and plastic deformability of H-shaped beam connected to RHS column in site by robot welding Full Text: CiNii	1469-1470
The Weldability and the Mechnical Behavior of Welded Tubular Column to RH-Beam Connections with Specific Backing Plate : Part2. Study of Experiment Full Text: CiNii	1471-1472
Effect of Connection Details on Structural Behaviors for Square Tubular Steel Column to H-shaped Steel Beam with Mixed Connection : Part1. Outline of Test Program and Test Result Full Text: CiNii	1473-1474
Effect of Connection Details on Structural Behaviors for Square Tubular Steel Column to H-shaped Steel Beam with Mixed Connection : Part2. Discussions Full Text: CiNii	1475-1476
Experimental Study on the Static Characteristcs of the WBFW type Beam-to-Column Connections : Part1 Outline of test and result Full Text: CiNii	1477-1478
Experimental Study on the Static Characteristcs of the WBFW type Beam-to-Column Connections : Part2 investigation Full Text: CiNii	1479-1480
The Weldability and the Mechnical Behavior of Welded Tubular Column to RH-Beam Connections with Specific Backing Plate : Part1. Outline of Experiment Full Text: CiNii	1481-1482
The Study on Tee-Stub Flange ot RHS Column Connections with One-Side Bolts : Part1 Outline of the Tests Full Text: CiNii	1483-1484
The Study on Tee-Stub Flange ot RHS Column Connections with One-Side Bolts : Part2 Discussion on the Test Results Full Text: CiNii	1485-1486
A Study On The Static Characteristics Of H Beam-to-SHS Column Connections Using Vertical Stuffeber Plates : Part 1 outline of new type connections using vertical steffener plates Full Text: CiNii	1487-1488
A Study On The Static Characteristics Of H Beam-to-SHS Column Connections Using Vertical Stuffeber Plates : Part2 test of beam-to-column connections Full Text: CiNii	1489-1490
A Study On The Static Characteristics Of H Beam-to-SHS Column Connections Using Vertical Stuffeber Plates : Part3 invesitigaion Full Text: CiNii	1491-1492
Experiment on Beam-to-Column Connections of Rectangular Hollow Column Full Text: CiNii	1493-1494
Experiment on Beam-to-Column Connections of Rectangular Hollow Column : Part2 Full Text: CiNii	1495-1496
Experiment on Beam-to-Column Connections of Rectangular Hollow Column : Part3 Full Text: CiNii	1497-1498
Ultimate Strengh of H-beam to square-tubu column connection without stiffener : Part8 Full Text: CiNii	1499-1500
Experimental Study on CHS Column to biased Beam Connections with Exterior Forging Diaphragms Full Text: CiNii	1501-1502
Experimental Study and Investigations of New Connecting using Cast Iron Full Text: CiNii	1503-1504
Experiment on behavior of frame sub-assemblages composed of rectrangular hollow columns and H-shaped beams with end plate type connction subjected to lateral force : (Report-4) Full Text: CiNii	1505-1506
Experiment on behavior of frame sub-assemblages composed of rectrangular hollow columns and H-shaped beams with end plate type connction subjected to lateral force : (Report-5) Full Text: CiNii	1507-1508
Experiment on behavior of frame sub-assemblages composed of rectrangular hollow columns and H-shaped beams with end plate type connction subjected to lateral force Full Text: CiNii	1509-1510
Yield Strength of Shear Panel at Bolted Beam to Colunn Connections Full Text: CiNii	1511-1512
Experimental Study of H-beam to H-Column Connection of High-Strength Bolted Joins with Sprit-Tee Part7 Full Text: CiNii	1513-1514
Experimental Study on H-Shaped Beam to Box Column Connections : Part. 1 Tensile Test of Elementary Connections Full Text: CiNii	1515-1516
Experimental Study on H-Shaped Beam to Box Column Connections : Part. 2 Subassemblage Test Full Text: CiNii	1517-1518
Experimental Study on H-Shaped Beam to Box Column Connections : Part. 3 Behavior of Beam to Column Connections Full Text: CiNii	1519-1520
U.S.-Japan Cooperative structual Research Project on Composite and Hybrid Structure : Part1 : Overall Research Program Full Text: CiNii	1521-1522
U.S.-Japan Cooperative structual Research Project on Composite and Hybrid Structure : Part2 : Research Plan on Each structural System to be Treated Full Text: CiNii	1523-1524
U.S.-Japan Cooperative structual Research Project on Composite and Hybrid Structure : Part3 : Design Implication Study on Theme Structure Full Text: CiNii	1525-1526
Experimental Study on Concrete-filled Square Tubular Steel Column to steel Beam Connection using Simplified Inner Reinforcement Full Text: CiNii	1527-1528
Study on the Failure Modes of Concrete-Filled Steel Tubular Cruciform Frames(Part2) Full Text: CiNii	1529-1530
Elasto-Plastic Behavior of Concrete-Filled Steel Tubular Space Subassemblages under Repeat Loading(Part7 : Test results of corner column and numerical analysis Full Text: CiNii	1531-1532
Study on design method for unstiffend connection between beams and concrte filled tubular column : Part1 : cruciform tensile test Full Text: CiNii	1533-1534
Concrete-Filled Steel Tublar Column to H-Shaped Beam Joint Subassemblages Subjected to Seismic Force : In Case of Cast Steel Tublar Column is Used Full Text: CiNii	1535-1536
An Experimental study on local strength of the long stiffner type centrifugal cast steel tubular columns to beam connections : Part1 : Outline of the experimental study and Discussion on the behavior under vertical loading Full Text: CiNii	1537-1538
An Experimental study on local strength of the long stiffner type centrifugal cast steel tubular columns to beam connections : art1 : Discussion on the behavior under vertical loading and the estimation of the strength of the connection Full Text: CiNii	1539-1540
A study on Concrete-filled Squuar Tube Column to Steel-beam Connection Reinforced with Casting Steel Parts : Part2 : Elasto-plastic Behavior of the Beam-and-columns Subassemblage Full Text: CiNii	1541-1542
Strength of conrete-filled RHS column using beam-type-nonslips : Part.3 Loading test of cruciform subssemblages under the high volumn axial force Full Text: CiNii	1543-1544
Study on ultimate strength of CFT-column to steel-beam joint Full Text: CiNii	1545-1546
Loding tests of beam-column connections reinforced with the inner stiffener plate with circular halls : Study on steel beam-concrete filled tubular cvolumn connections Full Text: CiNii	1547-1548
Static loading test for the composite structure of steel column and flat slab Full Text: CiNii	1549-1550
Research and Development of Ring-Panel at Mixed Construction : PartI. pilot Tests Full Text: CiNii	1551-1552
Structural Behaviors of Connections with Eccentricity between Concrete Filled Square Tubular Steel Column and Composite Beam : Part1 Test Scheme and Result Full Text: CiNii	1553-1554
Structural Behaviors of Connections with Eccentricity between Concrete Filled Square Tubular Steel Column and Composite Beam : Part2 Analysis of the Test Result Full Text: CiNii	1555-1556
Fundamental Study on Limit State Design of Concrere Filled steel Tublar Sturucture Resistance Factor of the Concrere Filled steel Square Tubular column to Steel H-Beam Connections Full Text: CiNii	1557-1558
Construction Test of CFT Column Formed by Centrifugal Force : Measurement of Welding Temperature with Beam to Column Connection and Column Connection Full Text: CiNii	1559-1560
Axial Compression Behavior and Strengh Evalution of Concrete Filled Square steel Stub columns Full Text: CiNii	1561-1562
Axial Compression Behavior and Strengh Evalution of Concrete Filled Square steel Stub columns Full Text: CiNii	1563-1564
Stub column loading tesuts of mortar-filled steel tube : Part. 1 Circular steel tube Full Text: CiNii	1565-1566
Stub column loading tesuts of mortar-filled steel tube : Part. 2 squar steel tube Full Text: CiNii	1567-1568
Axial Compression Behavior of Centrifugal Concrete Filled Steel Circular Tubular Column using Super High Strength Conctrete : (part1)Test Program Full Text: CiNii	1569-1570
Axial Compression Behavior of Centrifugal Concrete Filled Steel Circular Tubular Column using Super High Strength Conctrete : (Part)Test Results and Consideration Full Text: CiNii	1571-1572
Experimental Study on Stress-strain Relation of Concrete of Concrete Filled Steel Filled steel Tubes Full Text: CiNii	1573-1574
Hinge Length and Local Buckling of Concrete-filled Steel Tube : Proposal on Measurment Method of Deformation Using Laser Beam Transducer Full Text: CiNii	1575-1576
Strength Deterioration Behavior of Concrete-Filled Steel Tubuylar Beam-Columns under Repeated Horizontal Loading : (Part4) Full Text: CiNii	1577-1578
Experimental study on Buckling Behaviors of Concrete-Filled Tublar stub Columns under Cyclic Axial Loading Full Text: CiNii	1579-1580
Buckling Analysis of Centrally Loaded Concrte-filled steel square Tubes Subjected to Creep Full Text: CiNii	1581-1582
Design Formula of Concrete Filled Steel Circular Tubular Slender Columns Full Text: CiNii	1583-1584
Analysis of Concrete Filled Steel Tubular Slender Columns subjected to axial compressive force with eccentricity Full Text: CiNii	1585-1586
Study on flexural behavior of concrete filled tabular column with long shear span : Part1 Circular hollow section filled with high-strength concrete Full Text: CiNii	1587-1588
Research on Compressive Strength of Concrete Filled in Circular Steel Tube Full Text: CiNii	1589-1590
Experimental Study on the capacity of Concrete filled Steel Tubular Circular Columns : Part1. Outline of Test and Results of Concentrically Axial Loading Test Full Text: CiNii	1591-1592
Experimental Study on the capacity of Concrete filled Steel Tubular Circular Columns : Part23 Uniform Bending Test Results and Discussion Full Text: CiNii	1593-1594
A Study of the Behavior of Concrete Filled Steel Tublar Columns : Compressive and Shear Bending Tests Full Text: CiNii	1595-1596
Analytical Study on Ultimate Strength and Deformation Capacity of Concrete-filled steel Tubular Column using High Strength Concrete Full Text: CiNii	1597-1598
Shear-Flexural Behavior of Concrete Filled Steel Tubular Column Using High-Strength Materials Full Text: CiNii	1599-1600
Study on Load and Resistance Factor Design of Concrete Filled Tubular Columns : Part1. Statistics about Resistance of Concrete Filled Tubular Columns under bending moment with shear Full Text: CiNii	1601-1602
Study on Load and Resistance Factor Design of Concrete Filled Tubular Columns : Part2. Resistance factor, Load factor Full Text: CiNii	1603-1604
Elastic-Plastic Behavior of Diafonally Reinforced Concrete Composit Colums Covers by Squere Steel Tubes under the Change of Inflection Point : Part. 1 test Outline, Modes of Failure, Shear Force-Deformation Relationship Full Text: CiNii	1605-1606
Elastic-Plastic Behavior of Diafonally Reinforced Concrete Composit Colums Covers by Squere Steel Tubes under the Change of Inflection Point : Part. 2 Analysis of Ultimate Strength, Discussion of Test Results Full Text: CiNii	1607-1608
Experimental study for developing a new aseismic element with R/C short column confined by a steel squqre tube : Part 2. Method of experiment and test specimens adopted Full Text: CiNii	1609-1610
Experimental study for developing a new aseismic element with R/C short column confined by a steel squqre tube : Part 3. Method of experiment and test specimens adopted Full Text: CiNii	1611-1612
A Study on structural perfomamce of concrete filled steel tubular columns : (part1)Outline of test program and effect of column end reinforcement Full Text: CiNii	1613-1614
Theoretical method to Estimate Ultimate Shear Strength of Concrete Filled Steel Shear Wall Full Text: CiNii	1615-1616
An Experimental Study on Practical Application of Composite Structures of a steel Frame and an Earthquake-Resistant Wall 9 : The case of reinforced concrete wall's aspect ratio is 1 : 2.0 Full Text: CiNii	1617-1618
Steel panel shear wall : part4. Effect of steel panel encased reinfored concrete shear wall Full Text: CiNii	1619-1620
Experimental study on the H-section steel brace encased in RC or Steel tube. Full Text: CiNii	1621-1622
study on shear sterengh of beam-column joints of mixed structure by FEM analysis : part1 : Guide Line of Analysis Full Text: CiNii	1623-1624
study on shear sterengh of beam-column joints of mixed structure by FEM analysis : part2 : Resuls of Analsis Full Text: CiNii	1625-1626
Analytical study on tne joint of RC-Column and s-beam structure : (part1)Static analysis of + Shape specimen Full Text: CiNii	1627-1628
Analytical study on tne joint of RC-Column and s-beam structure : (Part2)Dynamic analysis of fish bone model Full Text: CiNii	1629-1630
Experimental Study on Bond Characteristics of Concrete and steel plates Full Text: CiNii	1631-1632
Diagonal Splitting test on beam-to-column panel-zone of Hybrid structre : composed of reinforced concrete column and steel beam(part2) Full Text: CiNii	1633-1634
Proposal of Discriminant about Bearing Faliure of joints with RC-column and s-beams Full Text: CiNii	1635-1636
Study on Accuracy of Various Strength Models Proposed for joints between : Steel Beams and Reinforced Concrete Columns Part1 Panel Shear Failure Full Text: CiNii	1637-1638
Study on Accuracy of Various Strength Models Proposed for joints between : Steel Beams and Reinforced Concrete Columns Part2 Panel Shear Failure Full Text: CiNii	1639-1640
Experimental Study on Mixed Structure with s-beam-RC Column Joint : Part1. Outline of Experiment tests and test Results Full Text: CiNii	1641-1642
Experimental Study on Mixed Structure with s-beam-RC Column Joint : Part2. Test Results and Investigation Full Text: CiNii	1643-1644
Experimental Study on Mixed Structure with s-beam-RC Column Joint : Part3. Discussion on the Panel Strength Full Text: CiNii	1645-1646
Structural frame composed of RC columns and Steel beams with hooped joint by steel band : Part3 Outline and results of reinfocing with rectangular steel band Full Text: CiNii	1647-1648
Structural frame composed of RC columns and Steel beams with hooped joint by steel band : Part4 Studies on results of reinforcing with rectangular steel band Full Text: CiNii	1649-1650
Experimental Study on S Beam to R/C Column Connections : Part18 Outline of Experiments Full Text: CiNii	1651-1652
Experimental Study on S Beam to R/C Column Connections : Part19 Deformation and Failure of Connections Full Text: CiNii	1653-1654
Experimental Study on S Beam to R/C Column Connections : Part20 Investigation of Strentgh of Connections Full Text: CiNii	1655-1656
Structual Performance of RC-column and S-beam Joints : (Part1)Outline of Experiments Full Text: CiNii	1657-1658
Structual Performance of RC-column and S-beam Joints : (Part2)Joint Failure Modes Full Text: CiNii	1659-1660
Structual Performance of RC-column and S-beam Joints : (Part3)Joint Strength Full Text: CiNii	1661-1662
Experiments on Beam-Column Subssemblates of Mixed Structure (Column-RC, Girder-S)Part5 Full Text: CiNii	1663-1664
An Experiment of Beam-Column Sub-assemblage Consist of Reinforced Concrete Column and Steel Beam : Part3 An Experiment of Weak Beam Type and It's Restoring Force Characterisitics Model Full Text: CiNii	1665-1666
Composite Frame Structures Composed of steel Beams and Reinforced Concrete Columns : Part2 : Interior Beam-Colmun Joints Full Text: CiNii	1667-1668
An Experiment on Composite Structure of Reinforced Concrete Columns and Steel Beams : Part1. Outline of Experiment and Behavior of Failure Full Text: CiNii	1669-1670
An Experiment on Composite Structure of Reinforced Concrete Columns and Steel Beams : Part2. Experimental Result Full Text: CiNii	1671-1672
An Experiment on Composite Structure of Reinforced Concrete Columns and Steel Beams : Part3. An Experiment on Top Beam-column Subssemblages Full Text: CiNii	1673-1674
Study on the joINTS With RC columns and S beams : Part1 Structure selection Full Text: CiNii	1675-1676
Study on the joINTS With RC columns and S beams : Part2 Test on the joint with ring Full Text: CiNii	1677-1678
Study on the joINTS With RC columns and S beams : Part3 Estimation of the joint strength Full Text: CiNii	1679-1680
Ultimate Strenght of Steel Beam・Hoop・Concrete column Joint Panel with Triangle Stiffeners : (Part5)Biaxial Bending and Shear Test Full Text: CiNii	1681-1682
Ultimate Strenght of Steel Beam・Hoop・Concrete column Joint Panel with Triangle Stiffeners : (Part6)Calculation of the Ultimate Strength of the Joint panel on Bixaxial Bending and shear condition Full Text: CiNii	1683-1684
Experimental study on frames composed of RC columns and Steel beams : Part3 Tests on Interior and Exterior Beam-Column Joints Full Text: CiNii	1685-1686
Experimental study on frames composed of RC columns and Steel beams : Part4 Tests on Interior top Beam-Column subassemblage Full Text: CiNii	1687-1688
Experimental studies on subassemblage of steel beams and rainforced concrete columns : Part1 Outline of experimental studies Full Text: CiNii	1689-1690
Experimental studies on subassemblage of steel beams and rainforced concrete columns : Part2 Results of Experimental studies Full Text: CiNii	1691-1692
Experimental Study on steel girder-RC column connection : Part4 Plan of +-type joints and experimentasl results Full Text: CiNii	1693-1694
Experimental Study on steel girder-RC column connection : Part5 Consideration of experimental results Full Text: CiNii	1695-1696
Experimental Study on steel girder-RC column connection : Part6 Plan of T, L-type joints and experimental results Full Text: CiNii	1697-1698
On experimental study transmission effects in shear strength of beam-column connection between stell beams and reinforced concrete columns : part1 Outline of experimental tests Full Text: CiNii	1699-1700
On experimental study transmission effects in shear strength of beam-column connection between stell beams and reinforced concrete columns : Part2 Test results Full Text: CiNii	1701-1702
On experimental study transmission effects in shear strength of beam-column connection between stell beams and reinforced concrete columns : Part3 Shear strength transferring mechanism of beam-column connection Full Text: CiNii	1703-1704
Elastic-Plastic Behavior on Steel Beam-Reinforced Concrete Column Joints fastened with Long-through Bolts : (Part3) Full Text: CiNii	1705-1706
Structural Behavior of Beam-Column Joints Consisting of Steel Beams and precast Reinforced Concrete columns Molded by Centrifugal Force Full Text: CiNii	1707-1708
Experimental study on reinforced concrete beams fixing reinforcements in columns with H-shaped steel and concrete : Part2 Outline and results of Beam-column Joint Full Text: CiNii	1709-1710
Experimental study on reinforced concrete beams fixing reinforcements in columns with H-shaped steel and concrete : part3 Investigation of Beam-column Joint Full Text: CiNii	1711-1712
Elasto-plastic behavior of a full-scale steel beam-reinforced concrete column composite frame structure : Part1 Outline of Test Full Text: CiNii	1713-1714
Elasto-plastic behavior of a full-scale steel beam-reinforced concrete column composite frame structure : Part2 Elastic behavior of a full scale composite frame structure Full Text: CiNii	1715-1716
Elasto-plastic behavior of a full-scale steel beam-reinforced concrete column composite frame structure : Part3 Elast-plastic behavior of a full scale composite frame structure Full Text: CiNii	1717-1718
Elasto-plastic behavior of a full-scale steel beam-reinforced concrete column composite frame structure : Part4 Elast-plastic behavior of a members : I Full Text: CiNii	1719-1720
Elasto-plastic behavior of a full-scale steel beam-reinforced concrete column composite frame structure : Part5 Elasto-plastic behavior of members : II Full Text: CiNii	1721-1722
Study on behavior of steel beam coverd with concrete : Part1 Hysteresis characterisitcs and flexural ultimate strenght Full Text: CiNii	1723-1724
Study on behavior of steel beam coverd with concrete : PartII Evalution of rigidity of the beam Full Text: CiNii	1725-1726
Experiment on Flexural Behavior of concrete Filled H-shaped Steel Members(part II) Full Text: CiNii	1727-1728
Model Experiment on Mechanical Behavior of steel concrete Composite Member(part II) Full Text: CiNii	1729-1730
A Study on Inelastic Deformation Capacity of New Type steel Concrete Column Full Text: CiNii	1731-1732
Study on rigidity of short-span steel beam coverd with concrete Full Text: CiNii	1733-1734
A method to estimate the moment and rotaion angle relationshipss of SRC beam member Full Text: CiNii	1735-1736
「Shear」+「Bending」experiment consideration on the SRC beams with boles Full Text: CiNii	1737-1738
Development of a Hybrid Beam Composed of RC Members and Reinforcing Bars for Lower Chords Full Text: CiNii	1739-1740
Stiffbess and Strength of Composite Beam of which Center Part of steel Beam(Part2) Full Text: CiNii	1741-1742
Reserch and Development of U-Shaped Bracket at Beam Ends : Part.6 Stress Transfer Mechnism of steel Bracket Full Text: CiNii	1743-1744
Flexural Behavior of Concrete Encased Steel Columns with High Strength concrete and Steel Part2 Full Text: CiNii	1745-1746
Strength and Deflection of Steel Reinforced Concrete Members under Bixial Bending : Part.2 Full Text: CiNii	1747-1748
Strength and Deflection of Steel Reinforced Concrete Members under Bixial Bending : Part3 Full Text: CiNii	1749-1750
Flexural deformation capacity of Composite Columns under Biaxial Bending and Axial load Full Text: CiNii	1751-1752
Analyses on Uncertainty in Strength of Composite Beam-Columns Full Text: CiNii	1753-1754
Study on Limite State Design of Composite Beam and Beam-Colmn Full Text: CiNii	1755-1756
Shear Behavior of SRC Columns Encased H-Shaped Steel Using High Strength Steel and Cncrete(Part3) Full Text: CiNii	1757-1758
Shear Behavior of SRC Columns Encased H-Shaped Steel Using High Strength Steel and Cncrete(Part3) Full Text: CiNii	1759-1760
A Study on shear strength of SRC member to which shear forc is applied form is minor axis : (part.3)Shear strength of SRC column with thin flat plate or H shaped steel Full Text: CiNii	1761-1762
Experimental Study on Shearing Behavior of Small Size Steel encased Reinforced Concrete Columns with High Strength Materials : Part3 Outline of Experiment Full Text: CiNii	1763-1764
Experimental Study on Shearing Behavior of Small Size Steel encased Reinforced Concrete Columns with High Strength Materials : Part4 Discussion on Test Results Full Text: CiNii	1765-1766
The Analysis for Superposed Strength of SRC Columns Using High-Strength Steel : Part 1 Analysis for Bending Stength Full Text: CiNii	1767-1768
The Analysis for Superposed Strength of SRC Columns Using High-Strength Steel : Part2 A Proposition of Redused General Superposed Strength Full Text: CiNii	1769-1770
Design Formula for Shear Strength of SRC Beam-column Based on Plastic Theory Full Text: CiNii	1771-1772
Study on Design Formula of SRC Members Based on Plasticity Theory : Part. 1 Strength Eqution Full Text: CiNii	1773-1774
Study on Design Formula of SRC Members Based on Plasticity Theory : Part. 2 Comparison between Proposed Equation and Theoretical Equation Full Text: CiNii	1775-1776
Study on stress transfer between steel and RC parts of SRC members : Part1 Experiment Full Text: CiNii	1777-1778
Study on stress transfer between steel and RC parts of SRC members : Part 2 Consideration on stress transfer Full Text: CiNii	1779-1780
Study on Seismic behavior for reinforced concrete beam-to-column joints : Part VI Outline of experiments using weak axis of H-shaped steel and failure modes Full Text: CiNii	1781-1782
Study on Seismic behavior for reinforced concrete beam-to-column joints : Part VII Strengths, deformations and anchorage of bend bar Full Text: CiNii	1783-1784
Shear Behavior of Steel Beam-Steel Reinforced Concrete Column Joint with Two Offset Beams Fixed in Parallel with Each Other Full Text: CiNii	1785-1786
Shear Behavior of Beam-Column Joints using High-Strength Concrete Full Text: CiNii	1787-1788
Development of Reinforcing Bar Details in Steel Reinforced Concrete Exterior Beam-Column Joint(Part 2) Full Text: CiNii	1789-1790
Hybrid Structural Systems of Precast SRC Columns and Steel Beams : Part5 Outline of Experimental Tests Full Text: CiNii	1791-1792
Hybrid Structural Systems of Precast SRC Columns and Steel Beams : Part6 Experiments of Colmuns : Effect of Compressive Axial Force Full Text: CiNii	1793-1794
Hybrid Structural Systems of Precast SRC Columns and Steel Beams : Part 7 Experiments of Columns : Effect of Fluctuating Axial Force and Analytica Study on Pipe-Connectors Full Text: CiNii	1795-1796
Development on Boiler House Using High Sttength Reinforced Concrete : Part1 : Outline of Structural Design Full Text: CiNii	1797-1798
Development on Boiler House Using High Sttength Reinforced Concrete : Part2 : Experimental Study on Colmn-Beam Joints Full Text: CiNii	1799-1800
Experimental Study on structural connections between : SC and RC Part 1 Pull-Out test results Full Text: CiNii	1801-1802
Experimental Study on structural connections between : SC and RC Part2 Pull-Out test results Full Text: CiNii	1803-1804
Experimental Studies on Method of reinforcement in composite Steel deck slab with irregular arranged openings Full Text: CiNii	1805-1806
Seismic in-plane shear resistance of steel-deck concrete composite floor slab system : Part5. Theoretical investigation on slab-element and full-scale tests Full Text: CiNii	1807-1808
Seismic in-plane shear resistance of steel-deck concrete composite floor slab system : Part6. Test resulus in case of using a 50mm-depth steel deck plate Full Text: CiNii	1809-1810
Push-out Test of Composite Slab Using Steel Deck with T-shaped Ribs Full Text: CiNii	1811-1812
Positive Bending Test of Composite Slub using Steel Deck with T-shaped Ribs Full Text: CiNii	1813-1814
Push-out Test of Composite Gifder Using Head Stud Welded through Steel Deck : In case of steel Deck with T-shaped Ribs Full Text: CiNii	1815-1816
Study on the Steel-Concrete Connector with Headed Stud : Part1 Weldability of New Type Headed Stud Full Text: CiNii	1817-1818
Study on the Steel-Concrete Connector with Headed Stud : Part 2 Shear Tests of the Connection with New Type Headed Studs Full Text: CiNii	1819-1820
Stringth Formula for Design of Stud Anchor Subjected Combined Loads Full Text: CiNii	1821-1822
Elasto-Plastic Analysis of Steel Square Tube and Precast Concrete Composite Column with Headed Studs Full Text: CiNii	1823-1824
Elasto-Plastic Analysis of Steel Square Tube and Precast Concrete Composite Column with Headed Studs : Part.2 Elasto-Plastic Analytical Results of SPC Composite Column Full Text: CiNii	1825-1826
Investigation on gate pole with masonry garden fence Full Text: CiNii	1827-1828
Effect of Blocks with Holes on the Strength of Concrete Masonry Garden Walls Full Text: CiNii	1829-1830
Investigation on retaining wall with masonry garden fence Full Text: CiNii	1831-1832
Numerical Analysis on Concrete Masonry Fences : Part 1. Outline of Analysis Full Text: CiNii	1833-1834
Numerical Analysis on Concrete Masonry Fences : Part 2. Results of Analysis Full Text: CiNii	1835-1836
Study on the Vibration Characteristics of Concrete Block Walls, Part2 : Investigation on the Damping Coefficent Full Text: CiNii	1837-1838
Damage to concrete masonry garden walls due to 1994 Northridge Earthquake Full Text: CiNii	1839-1840
Damage to Building of R/C Box Frame Structure and Masonry Caused by the Kushiro-oki Earthquake 1993 Full Text: CiNii	1841-1842
Damage to Masonry Garden Walls Caused by the Kushiro-oki Earthqake 1993 Full Text: CiNii	1843-1844
Test of Lap Splice in Reinforced Hollow Unit Concrete Masonry : Part 1. In Case of Wall-end Flexural Reinforcement Full Text: CiNii	1845-1846
Test of Lap Splice in Reinforced Hollow Unit Concrete Masonry : Part2. In Case of Vertical and Horizontal Reinforcement Full Text: CiNii	1847-1848
Experimental Study on reinforced masonry wall Full Text: CiNii	1849-1850
Experimental study on seismic behavior of confined concrete masonry walls : Part4. Test for repaired and non-bearing wall specimens Full Text: CiNii	1851-1852
Research for developing a medium-rise full-grouted concrete masonry structure : Part 1. Objective of research Full Text: CiNii	1853-1854
Research for developing a medium-rise full-grouted concrete masonry structure : Part2 . Trial structural design of a five-story residential building Full Text: CiNii	1855-1856
A test of strength for reinforced ceramic masonry structue Full Text: CiNii	1857-1858
Experimental study for developing a seismic confined masonry walls system. : Part 1. Reserch objective and its background Full Text: CiNii	1859-1860
Experimental study for developing a seismic confined masonry walls system : Part2. Outline of Experiment Full Text: CiNii	1861-1862
Experimental study for developing a seismic confined masonry walls system : Part 3. Effect of horizontal wall reinforcement in confined masonry walls Full Text: CiNii	1863-1864
Structural Characteristics of Confined Masonry Wall : Part1 Objectives and Outline Full Text: CiNii	1865-1866
Structural Characteristics of Confined Masonry Wall : Part 2 Quasi Static Loading Test-RC Frame Effcts- Full Text: CiNii	1867-1868
Structural Characteristics of Confined Masonry Wall : Part 3 Qusasi Static Loading Test-Effect of Lateral Reinforcements in Bric Walls Full Text: CiNii	1869-1870
Structural Characteristics of Confined Masonry Wall : Part4 Shaking Table Test Full Text: CiNii	1871-1872
裏表紙 Full Text: CiNii

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