Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures Architectural Institute of Japan 2010 (20100720)

 CiNii Books

表紙  Full Text: CiNii   
2010年度大会(北陸)学術講演梗概集(標題紙)  Full Text: CiNii   
目次  Full Text: CiNii    A1-A19
複写される方へ  Full Text: CiNii    A20
奥付  Full Text: CiNii    A20
22001 Micro-structure and Fractography of Wood and Steel  Full Text: CiNii    1-2
22002 Lateral Embedment Characteristics of Traditional Wooden Joints : Part 3 Embedment Test Method and Parameter Decision  Full Text: CiNii    3-4
22003 Lateral Embedment Characteristics of Traditional Wooden Joints : Part 4 Embedment Parameters for Full Scale Members  Full Text: CiNii    5-6
22004 Analytical Study on Compression Perpendicular to the grain in Japanese Cedar  Full Text: CiNii    7-8
22005 Experimental Study on Local Compression Behavior of Timber Element(Partl)  Full Text: CiNii    9-10
22006 A study of evaluation method of mode 1 fracture toughness : part 1 comparison of 2type test methods  Full Text: CiNii    11-12
22007 A study of evaluation method of mode 1 fracture toughness : part 2 study of crack behaviour on three pointed bending tests  Full Text: CiNii    13-14
22008 Durability of Glued Laminated Timber in Use : Part 6. Repair with Wood Screws of Glued Laminated Timber with an non-Adhesion Layer  Full Text: CiNii    15-16
22009 The effect of using laminated sawn-veneer lumber or laminated veneer lumber on the tensile and compressive strength of Hybrid Glulams  Full Text: CiNii    17-18
22010 Properties of Laminated Veneer Lumber using cross veneer : Part 1 Strength properties  Full Text: CiNii    19-20
22011 Properties of Laminated Veneer Lumber using cross veneer : Part 2 Dimensional stability  Full Text: CiNii    21-22
22012 Evaluation of Mechanical Properties of Wooden I-beams with Finger-jointed Lumber : Part2. Effect of web materials on long term performance of I-beams  Full Text: CiNii    23-24
22013 Verification of two-rail shear method using thin plywood for structural panels : Part 1. Test method and results of standard types  Full Text: CiNii    25-26
22014 Verification of two-rail shear method using thin plywood for structural panels : Part 2. Shear performance of reinforced type and panel type  Full Text: CiNii    27-28
22015 Long Term Behavior of Timber Structural Materials : Part1. Duration of Load and Creep Factor of I-Joist  Full Text: CiNii    29-30
22016 Long Term Behavior of Timber Structural Materials : Part2. Effect of the Variation of Strength on the Duration of Load Evaluation  Full Text: CiNii    31-32
22017 Accumulation and Analysis of Domestic Structural Timber Bending Test Data : Part 1 : Outline of Accumulated Data and Methods of Analysis  Full Text: CiNii    33-34
22018 Accumulation and Analysis of Domestic Structural Timber Bending Test Data : Part2 : Comparion of Tolerance Limit of Bending Strength Estimated by Two Statistical Methods  Full Text: CiNii    35-36
22019 Nondestructive Measurement of the Elastic modulus and Investigation of Strength of Old Timbers Taken from a Wooden Old House  Full Text: CiNii    37-38
22020 Frame of Reinforced Timber Assembiles by Reinforcing Steel Bar : Part I Purpose and Summary of Experiment  Full Text: CiNii    39-40
22021 Frame of Reinforced Timber Assembiles by Reinforcing Steel Bar : Part II Experimental result and Evaliation of Flexural Rigidity and Strength  Full Text: CiNii    41-42
22022 Practical measurement studies of "Hikimun" Frame in Amami-Oshima : Part3 Experimental plan and Examination body design on Structural Performance  Full Text: CiNii    43-44
22023 Practical measurement studies of "Hikimun" Frame in Amami-Oshima : Part4 Result of Experiment and Consideration on Structural Performance  Full Text: CiNii    45-46
22024 Development of Steel-timber Composite Members using Torshear-type High-strength Bolts : Vol. 1 Research Overview and Composite Connection Method Outline  Full Text: CiNii    47-48
22025 Development of Steel-timber Composite Members using Torshear-type High-strength Bolts : Vol. 2 Experimental Performance Evaluation of Composite Connections  Full Text: CiNii    49-50
22026 Development of Steel-timber Composite Members using Torshear-type High-strength Bolts : Vol. 3 Modeling and Performance Evaluation of Steel-timber Composite Columns  Full Text: CiNii    51-52
22027 Development of Steel-timber Composite Members using Torshear-type High-strength Bolts : Vol. 4 Analytical Performance Evaluation of Composite Beams  Full Text: CiNii    53-54
22028 An Experimental Study on Bending Strength of Bamboo : Pt.1  Full Text: CiNii    55-56
22029 An Experimental Study on Bending Strength of Bamboo : Pt.2  Full Text: CiNii    57-58
22030 Mechanical Properties of Real-size Beams Sawn up from Sugi Curved Logs : Part 1 Bending Strength and so on  Full Text: CiNii    59-60
22031 Bending Tests of Timber Beams with Section Loss by Precut Joints  Full Text: CiNii    61-62
22032 Experimental study on flexural behavior of full scale prestressed glulam beams  Full Text: CiNii    63-64
22033 Durability of Plywood used for structural use : Part1 Moisture content and adhesive properties  Full Text: CiNii    65-66
22034 Experimental Study on Laminated Timber Beam with a Round Hole : Part6 Examination of Fracture Criterion using Finite Element Method  Full Text: CiNii    67-68
22035 A Study on Tensile Strength of Koshikakekamatsugi  Full Text: CiNii    69-70
22036 Strength Properties of Dovetail Joints Machined with Precut System  Full Text: CiNii    71-72
22037 Study on Pull-out strength of Mortise-tenon Joint with Cotter-pin Subjected to Bending Moment : In case bending moment along the strong axis of tenon  Full Text: CiNii    73-74
22038 Experimental Study on Structural Behavior of Mortise-Tenon Joint with Dowel  Full Text: CiNii    75-76
22039 STATIC HORIZONTAL CYCLELOADING TESTS ON TRADITIONAL WOODEN JOINT IN THE SOUTH TOKUSIMA PREFECTURE : (Part5) Column and Beam joint is Restoring Force Characteristics and failure modes  Full Text: CiNii    77-78
22040 Prediction for Loading Capacity of Timber Frames under Snow Load : Part-1 Modeling for Tenon Joint by a General Structural Analysis System  Full Text: CiNii    79-80
22041 Analysis of wooden frame used joints model considered of pullout and compressive strain inclined to the grain  Full Text: CiNii    81-82
22042 Experimental Study on Pull-out Strength of Column-Base Joints with Fun-shaped Yatoi  Full Text: CiNii    83-84
22043 Structural performance of the mortise-tenon joint with pin Influence of carpenters skill on structural performance  Full Text: CiNii    85-86
22044 Bending Tests on Timber Semi-risid Joints using Existing House connectors  Full Text: CiNii    87-88
22045 Study on Evaluation Method of Structural Performance of Timber Frame : Part 5. Experimental Study on Shear Performance of Timber Frame Under Vertical Load  Full Text: CiNii    89-90
22046 Development of bolted type moment resisting joint system depending on friction property using compressed wood wedges  Full Text: CiNii    91-92
22047 Experimental test of drifipin and extruded parts of aluminum alloy to wooden moment frame joint  Full Text: CiNii    93-94
22048 Racking Test of The Wooden Portal Frame using Lagscrewbolts  Full Text: CiNii    95-96
22049 Bending Tests of Timber Joint using Lagscrewbolts and Drift Pins : Part1. Outline of Experiments  Full Text: CiNii    97-98
22050 Bending Tests of Timber Joint using Lagscrewbolts and Drift Pins : Part2. Result and Discussion  Full Text: CiNii    99-100
22051 Study on the strength and stiffiless of Adhesive Screw bolted for Glulam timber Connection : Part 6 Strength aspect and bane of Adhesive screw bolted for Glulam timber connection under Pure bending load  Full Text: CiNii    101-102
22052 Study on the strength and stiffiless of Adhesive Screw bolted for Glulam timber Connection : Part 7 Strength and bane of Adhesive Screw bolted for Glulam timber connection under bending and shearing load  Full Text: CiNii    103-104
22053 Study on the strength and stiffiless of Adhesive Screw bolted for Glulam timber Connection : Part 8 Strength and Deformation Characteristics of a 口-type frame structure  Full Text: CiNii    105-106
22054 Study on the strength and stiffiless of Adhesive Screw bolted for Glulam timber Connection : Part 9 Seismic diagnosis for Wood kindergarten and one example of Seismic strengthening by this connection  Full Text: CiNii    107-108
22055 Development of the High Rigid L Shape Corner Member Composed of Cross Lapped Veneer Compressed with Phenol Resin : II. Consideration for the Ideal Joint Point with Large Finger Joint  Full Text: CiNii    109-110
22056 Analysis of semi-rigid timber portal frames with glued joint  Full Text: CiNii    111-112
22057 Rotational Stiffness of Watarikaki Joint Given by Two-Dimensional Elastic solutions Considered with the Beam Depth : In Case that the Influence between Members Is Dealt as Distributed Load  Full Text: CiNii    113-114
22058 Moment Resisting Performance of Japanese Traditional Wooden Joints : Part1. Outline of the Tests and Results  Full Text: CiNii    115-116
22059 Moment Resisting Performance of Japanese Traditional Wooden Joint on Tension Bolt and Mortise-Tenon with Dowel  Full Text: CiNii    117-118
22060 Experimental Study on Structure Characteristic of Footing Beams with Singly Arranged Reinforcing Bars for (Wooden Wall Construction) : NO.4 The Effect of Partial Loss of Section and Shear Reinforcement Bars (2)  Full Text: CiNii    119-120
22061 Experimental Study on Structure Characteristic of Footing Beams with Singly Arranged Reinforcing Bars for (Wooden Wall Construction) : NO.5 Safety Factor on Vartical and Horizontal Resistance of Foundation  Full Text: CiNii    121-122
22062 Experimental Study with Regard to Strength of Wodden Housing Wall Footing : Retorofit Using Anchors in ConcreteRetorofit Using Anchors in Concrete  Full Text: CiNii    123-124
22063 Microtremor Measurement of School Construction that Applies Wooden Hybrid Structure : (Part1) Measurement Program  Full Text: CiNii    125-126
22064 Microtremor Measurement of School Construction that Applies Wooden Hybrid Structure : (Part2) Result of a Measurement  Full Text: CiNii    127-128
22065 Development of Hybrid Seismic System with Steel Frame and LVL : Part 1 An overview of the System, case studies  Full Text: CiNii    129-130
22066 Development of Hybrid Seismic System with Steel Frame and LVL : Part 2 Experiment Program and Result  Full Text: CiNii    131-132
22067 Development of Hybrid Seismic System with Steel Frame and LVL : Part 3 Compare Experiment with Analysis  Full Text: CiNii    133-134
22068 Development of Simplified Construction Method Using SUGI Laminating Panel : Part.2 Simplification of Panel Construction Method of Horizontal Loading Test of Wall Unit  Full Text: CiNii    135-136
22069 Propositions of wooden temporary school building and structural system in which aluminum alloy joint is used  Full Text: CiNii    137-138
22070 Experimental study on shearing properties of wood material that overlapped by using cotter  Full Text: CiNii    139-140
22071 Experimental Study on Seismic Retrofit of Existing Wooden House by External Reinforcing : Part8 : Experiment of Full-scale Frome Model  Full Text: CiNii    141-142
22072 Experimental Study on Seismic Retrofit of Existing Wooden House by External Reinforcing : Part9 : Estimation of Load Deformation Characteristic of Proposed Connecting Device  Full Text: CiNii    143-144
22073 A Study on the Estimated Seismic Resistance of Conventional Wooden Houses Built in Kobe Area during 1963-95 (Part 1) : Wall Length and Gross Resistance of Houses  Full Text: CiNii    145-146
22074 A Study on the Estimated Seismic Resistance of Conventional Wooden Houses Built in Kobe Area during 1963-95 (Part 2) : The Evaluation of Strength of Walls with Opening  Full Text: CiNii    147-148
22075 Investigations on Earthquake Damages of Javanese Wboden House of Joglo Type in Relation with Their Structural Proportion  Full Text: CiNii    149-150
22076 Year of Construction and Earthquake Damage of Existing Timber Houses : Part3. Damage in Wajima Fugeshi by the Noto Hanto Earthquake in 2007  Full Text: CiNii    151-152
22077 Dynamic properties of Wooden school building Based on Microtremor measurements  Full Text: CiNii    153-154
22078 A Study on Seismic Behaviors of Wooden Structure with Partial Supports by Scaffolding Frame : Part II Changes in Dynamic Characteristic During Dismantling and Reconstructing  Full Text: CiNii    155-156
22079 Surviving Strength Properties of Japanese Softwood with Biodeterioration : Part.1 Bending Strength Properties of Timbers Biodeterioration  Full Text: CiNii    157-158
22080 Investigation of Mortar of wooden House  Full Text: CiNii    159-160
22081 Basic Study for the Maintenance Program for the Long-term Conservation of General Wooden Constructions : Part 1. The Research of Material Reuse in the Reconstruction Project of Kagoshima Xaveir Church  Full Text: CiNii    161-162
22082 The structural investigation of traditional wooden houses in Kanazawa city  Full Text: CiNii    163-164
22083 A Study on Housing Maintenance to Preserve Structural Healthiness in Long-term Unoccupied Wooden Houses : Part. 1 Observation of Present Conditions in Examining Houses  Full Text: CiNii    165-166
22084 A Study on Housing Maintenance to Preserve Structural Healthiness in Long-term Unoccupied Wooden Houses : Part. 2 Temperature and Humidity Environment Surroundings of Structural Lumbers  Full Text: CiNii    167-168
22085 Study on repetition bend of accordion form steel  Full Text: CiNii    169-170
22086 Connecting Systemu by Wood Based Shear Plate (XI) : Effect of Timber Species on Strength of Joint Using Wooden Shear Plate  Full Text: CiNii    171-172
22087 Connecting Systemu by Wood Based Shear Plate (XII) : Moment Resisting Properties of Beam-Coumn Joint Using Wooden Shear Plate and Wooden Bolt  Full Text: CiNii    173-174
22088 A study on Load And Displacement Relationship in nail shearing joint in which it paid attention to loading history and deterioration of strength  Full Text: CiNii    175-176
22089 A Study On Load And Displacement Relationship Under Bearing Force Degradation By Cycle Force Application In Joint Of Nail  Full Text: CiNii    177-178
22090 Effect of Nail Length on Single Shear Connection with Plywood  Full Text: CiNii    179-180
22091 Development of Bamboo Connector in Timber Structures : Part.8 Relationship between Embedded Length and Strength Performance of Joint and Flexural Properties of Joint  Full Text: CiNii    181-182
22092 Study on Tension Strength of New Type Connecting System : Part.10 Deformation Performance of Yield Control Steel Connector  Full Text: CiNii    183-184
22093 Study on Tension Strength of New Type Connecting System : Part.11 Outline of Experiment for Moment Resisting Properties of Beam-Column Joint Using Improved Steel Connecter  Full Text: CiNii    185-186
22094 Study on Tension Strength of New Type Connecting System : Part.12 Result and Discussion of Experiment for Moment Resisting Properties of Beam-Column Joint Using Improved Steel Connecter  Full Text: CiNii    187-188
22095 Study on the pull-out performance of the screw type fasteners : The effect of diameter, pitch or thread height  Full Text: CiNii    189-190
22096 Study on Strength Mechanism of Joint System of Metal Connector and Adhesive in Timber Structures : Part.7 Effect of the Kind of Adhesive on Strength Performance  Full Text: CiNii    191-192
22097 Study on Strength Mechanism of Joint System of Metal Connector and Adhesive in Timber Structures : Part.8 Pull-Out Strength for Perpendicular to the Grain  Full Text: CiNii    193-194
22098 Influence of glulam dimension on withdrawal performance of Iagscrewbolt  Full Text: CiNii    195-196
22099 Embedding Stiffness Parallel to Grain  Full Text: CiNii    197-198
22100 Development of Connecting Method for Timber Structures Using Densified Sugi : Part.3 Effect of Shear Strength of Densified Wood Drift Pin and Drift Pin Spacing on Joint Strength  Full Text: CiNii    199-200
22101 Development of Ductile Dowel Type Timber Joint  Full Text: CiNii    201-202
22102 Strength property of combined stress at the mortise-tenon joint with cotter pin  Full Text: CiNii    203-204
22103 Ultimate strength and deformation of Multiple douel type timber joint  Full Text: CiNii    205-206
22014 Influence on Compactness of Wooden Structure given on Joints Nonlinearity  Full Text: CiNii    207-208
22105 Study on repair method of column for conventional post and beam structures : Part 1 Bending performance of repaired timber column  Full Text: CiNii    209-210
22106 Study on repair method of column for conventional post and beam structures : Part 2 Shear performance of wall with opening  Full Text: CiNii    211-212
22107 Pull Over Testing on Single Detached House by Wood Framed Construction : Part 1 Summary of Specimen and Setup for Test  Full Text: CiNii    213-214
22108 Pull Over Testing on Single Detached House by Wood Framed Construction : Part 2 Pulling Schedule and Testing Result Title  Full Text: CiNii    215-216
22109 Pull Over Testing on Single Detached House by Wood Framed Construction : Part 3 Result and Conclusion  Full Text: CiNii    217-218
22110 Static Loading Test of Existing Wooden House  Full Text: CiNii    219-220
22111 The effects of human emotion and physiological responses to acceleration and amplitude  Full Text: CiNii    221-222
22112 The Effects of Human Emotion and Physiological Responses to Acceleration and Amplitude : Part2 Results of the Experiment  Full Text: CiNii    223-224
22113 Shake Table Test of a Full-Scale 7 story Light-Frame Wbod Building : Part1 Design and Test Methods  Full Text: CiNii    225-226
22114 Shake Table Test of a Full-Scale 7 story Light-Frame Wbod Building : Part2 Test Results  Full Text: CiNii    227-228
22115 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 1 : Outline of Series of Test  Full Text: CiNii    229-230
22116 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 2 Structural Design of The Test Models  Full Text: CiNii    231-232
22117 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 3 : Seismic Load and Input Seismic Wave  Full Text: CiNii    233-234
22118 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 4 : Test Results of 90% Seismic Input in Specimens No.1 and 2  Full Text: CiNii    235-236
22119 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 5 : Structural Seismic Behavior during 160% Seismic Input in Specimens No.1 and 2  Full Text: CiNii    237-238
22120 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 6 : Stress and Deformation in Members during 160% Seismic Input in Specimens No.1 and 2  Full Text: CiNii    239-240
22121 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 7 : Test Results and Overall Seismic Performance of Specimen No.3  Full Text: CiNii    241-242
22122 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 8 : Behavior Analysis of Horizontal Diaphragm of The Specimen No.3  Full Text: CiNii    243-244
22123 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 10 : 3D-Displacement Measurement by Image Processing  Full Text: CiNii    245-246
22124 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 11 : Testu of Element (Wood Frame with Brace)  Full Text: CiNii    247-248
22125 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 12 : Testu of Element (Horizontal Plane of Structure)  Full Text: CiNii    249-250
22126 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 13 Analyses before The Test  Full Text: CiNii    251-252
22127 Design Methods and Shaking Table Tests on 3-story Wood Houses by Post and Beam Construction : Part 14 Analyses after The Test  Full Text: CiNii    253-254
22128 The Simulation of Shear-Displacement Curves of Shear Elements Included Wooden Rigid Frame : Part.1 Research Outline  Full Text: CiNii    255-256
22129 The Simulation of Shear-Displacement Curves of Shear Elements Included Wooden Rigid Frame : Part.2 Setting the Hysteresis Characteristics of the Bearing Walls and Wooden Rigid Frame by the Static Tests  Full Text: CiNii    257-258
22130 The Simulation of Shear-Displacement Curves of Shear Elements Included Wooden Rigid Frame : Part.3 Set of analytical models  Full Text: CiNii    259-260
22131 The Simulation of Shear-Displacement Curves of Shear Elements Included Wooden Rigid Frame : Part.4 A Study of Seismic Response Analysis  Full Text: CiNii    261-262
22132 Proposal of design method for shearwall with preceding yield of frame joint : 1. Requirement for designed collapse mechanism and evaluation ofultimate strength  Full Text: CiNii    263-264
22133 Proposal of design method for shearwall with preceding yield of frame joint : 2. Design calculation of load-deformation characteristics of shearwall with preceding yield of frame joint  Full Text: CiNii    265-266
22134 A Study on Static and Dynamic Behavior of Wooden Houses with Three Dimensional Eccentricity of Shear-Walls : Part 1 Research Project and Analysis of Stress Concentration Characteristic of Experiment in the Past  Full Text: CiNii    267-268
22135 A Study on Static and Dynamic Behavior of Wooden Houses with Three Dimensional Eccentricity of Shear-Walls : Part 1 Research Project and Analysis of Stress Concentration Characteristic of Experiment in the Past  Full Text: CiNii    269-270
22136 A Study on Static and Dynamic Behavior of Wooden Houses with Three Dimensional Eccentricity of Shear-Walls : Part 3 Grasp of Three Dimensional Eccentric behavior by Analysis of Finite Element Method  Full Text: CiNii    271-272
22137 A Study on Static and Dynamic Behavior of Wooden Houses with Three Dimensional Eccentricity of Shear-Walls : Part 4 Grasp of Three Dimensional Eccentric Behavior by Analysis of Pseudo 3D analysis  Full Text: CiNii    273-274
22138 A Study on Static and Dynamic Behavior of Wooden Houses with Three Dimensional Eccentricity of Shear-Walls : Part 1 Research Project and Analysis of Stress Concentration Characteristic of Experiment in the Past  Full Text: CiNii    275-276
22139 A Study on Static and Dynamic Behavior of Wooden Houses with Three Dimensional Eccentricity of Shear-Walls : Part 6 Seismic Behavior of Three Dimensional Eccentric Structure and Guideline for Earthquake-proof Design  Full Text: CiNii    277-278
22140 Structural Performance Evaluation on Existing Wood School Buildings : A Case Study on Coefficient of the Joint Decreases  Full Text: CiNii    279-280
22141 Ultimate Strength Based Seismic Design Method of Timber Constructions with Shear Walls : (Part 1) Summary  Full Text: CiNii    281-282
22142 Seismic Resistance Evaluation and Seismic Performance Improvement of the Wooden House with a Complicated Shape : Part3 Structural Performance Characteristic of "コ" Shape Plane Wooden House Subjected Static Horizontal Force  Full Text: CiNii    283-284
22143 Seismic Resistance Evaluation and Seismic Performance Improvement of the Wooden House with a Complicated Shape : Part4 Characteristic of seismic Structural Performance of "コ" Shape Plane Wooden House  Full Text: CiNii    285-286
22144 Comparison of seismic performance in accordance with type of structure and material  Full Text: CiNii    287-288
22145 Experimental Study of earthquake resistant elements for structural performance evaluation of existing wood school building  Full Text: CiNii    289-290
22146 Research on restoring force characteristic of small-scalled wooden model (part3) : Small-scalled wooden model considering scale-effect of depressed deformation  Full Text: CiNii    291-292
22147 Effect of mechanical properties of framing members on performance of shear wall : Part 1. Outline of experiment and results of using visual grading timber  Full Text: CiNii    293-294
22148 Effect of mechanical properties of framing members on performance of shear wall : Part 2. Results of Using Mechanical Grading Members  Full Text: CiNii    295-296
22149 Effect of mechanical properties of framing members on performance of shear wall : Part 3. Results of Using timber graded by specific density  Full Text: CiNii    297-298
22150 Test on Strength and Stiffness of Wooden Bearing Wall Diagonally Planned  Full Text: CiNii    299-300
22151 Effect of Cyclic Test Schedule for OSB-CN65 Shear Wall on Post and Beam Structure  Full Text: CiNii    301-302
22152 Shear properties of walls sheathed with gypsum boards  Full Text: CiNii    303-304
22153 Study on Shear Properties of Nailed Wooden Bearing Walls with Siding Board : Part 1 In-plane Shear Test of Bearing Walls  Full Text: CiNii    305-306
22154 Study on Shear Properties of Nailed Wooden Bearing Walls with Siding Board : Part 2 Single Shear Test of Joints Composed by Nails with Different Length  Full Text: CiNii    307-308
22155 Seismic Performance of Premix Lightweight Mortar Finishing External Walls : Part1 Summary  Full Text: CiNii    309-310
22156 Seismic Performance of Premix Lightweight Mortar External Walls : Part2 Specification of Test Walls  Full Text: CiNii    311-312
22157 Seismic Performance of Premix Lightweight Mortar External Walls : Part3 A way to make of Test Walls  Full Text: CiNii    313-314
22158 Seismic Performance of Premix Lightweight Mortar Finishing External Walls : Part4 Outline of test result  Full Text: CiNii    315-316
22159 Seismic Performance of Premix Lightweight Mortar Finishing External Walls : Part5 Behavior of mortar and evaluation of shear strength  Full Text: CiNii    317-318
22160 Seismic Performance of Premix Lightweight Mortar Finishing External Walls : Part6 Evaluation of Seismic Performance  Full Text: CiNii    319-320
22161 Development of Wooden Share Wall with Additional External Insulation  Full Text: CiNii    321-322
22162 Study on Seismic Performance of Structural Insulated Panel : Behavior and Evaluation of Shear Wall Bottom  Full Text: CiNii    323-324
22163 Study on Seismic Performance of Structural Insulated Panel : Proposal of Formulation for Seismic Performance of Shear Wall  Full Text: CiNii    325-326
22164 Study on Seismic Performance of Structural Insulated Panel : Influence of Multiple Force and Initial Deformation  Full Text: CiNii    327-328
22165 Study on Seismic Performance of Structural Insulated Panel : Total Verification of Full Scale Test Result  Full Text: CiNii    329-330
22166 Effects of wall length, vertical loads and connection of wall base in racking tests of wood-based shear walls  Full Text: CiNii    331-332
22167 Basic Study on Distribution of Stress with Ground Sill and Column of Wood Shear Wall  Full Text: CiNii    333-334
22168 Hysteresis Model for Wooden Shear Walls Considering Strength Deterioration Under Cyclic Loading : part3 Proposal of the hysteresis model considering strength deterioration based on energy consumption  Full Text: CiNii    335-336
22169 Structural performance tests of wooden frames in large deformation range investigating recoverability after a sever earthquake (Part 2)  Full Text: CiNii    337-338
22170 Example of Limit Proof Calculation with Restoring Force Characteristics Model of Repaired Mud Wall  Full Text: CiNii    339-340
22171 Resistant Force Characteristic Estimation of Wooden Frames with Mud Plastered Walls using Mud Plasters of Different Strength  Full Text: CiNii    341-342
22172 Lateral load test for mud-plastered walls with Tradition Construction method  Full Text: CiNii    343-344
22173 Seismic Capacity Evaluation Tests of Traditional Mud-Plastered Walls in Kurayoshi, Tottori  Full Text: CiNii    345-346
22174 An Experimental Study of Mud-Plastered Wall in Kagawa : Part 1. Outline of Specimen  Full Text: CiNii    347-348
22175 An Experimental Study of Mud-Plastered Wall in Kagawa : Part 2. Test Results  Full Text: CiNii    349-350
22176 An experimental study about the shearing resistance performance of a wood siding wall that be made of pure boards : part3 wood siding wall that be used reinforcement beam or stud colmn  Full Text: CiNii    351-352
22177 An experimental study about the shearing resistance performance of a wood siding wall that be made of pure boards : part4 Shearing rigidity of a wood siding wall considering depressed deformation and friction  Full Text: CiNii    353-354
22178 Study on the wooden built-up seismic wall with rabbet joint  Full Text: CiNii    355-356
22179 Development of Siding shear wall using Japanese cedar planks  Full Text: CiNii    357-358
22180 Development of traditional wooden wall damper that uses timber friction Part1 : Primary experiment of friction dowel  Full Text: CiNii    359-360
22181 Experimental Study on Strength Performance of Wooden Latticed Wall with Small Size Lumbers  Full Text: CiNii    361-362
22182 Experimental Study on Structural Mechanism and Performance Upgrade of Wooden Bearing Walls  Full Text: CiNii    363-364
22183 Study on Estimation of Stiffness and Strength for Wooden Latticed Wall  Full Text: CiNii    365-366
22184 Evaluation of shear Performance of the Nuki Grille Wall Used the Steel Pipes and Logs  Full Text: CiNii    367-368
22185 Development of New Seismic Retrofit System for Existing Wooden Post and Beam Houses : Part.VII Discussion of Sill-Column Connection for Seismic Retrofit System Using Thick Plywood  Full Text: CiNii    369-370
22186 Development of New Seismic Retrofit System for Existing Wooden Post and Beam Houses : Part.VIII Seismic Performance of 1P Frame Combine Latticed Bearing Wall Using Thick Plywood with Easy Construction Method of Sill-Column Connection  Full Text: CiNii    371-372
22187 Development of Simplified Earthquake-Proof Shelter Consisting of Timber Grid Wall : Study on Fracture Mode and Deformation by Experimental Study and Numerical Analysis : (Part1) Proposal of distinction formula of deformation mode  Full Text: CiNii    373-374
22188 Development of Simplified Earthquake-Proof Shelter Consisting of Timber Grid Wall : Study on Fracture Mode and Deformation by Experimental Study and Numerical Analysis : (Part2) Loading experiment of half-lap joint and grid wall  Full Text: CiNii    375-376
22189 Development of Simplified Earthquake-Proof Shelter Consisting of Timber Grid Wall : Study on Fracture Mode and Deformation by Experimental Study and Numerical Analysis : (Part3) Evaluation with Numerical Analysis  Full Text: CiNii    377-378
22190 Development of high damping shear-wall : Part7 : Simulation of shaking table tests by time history response analysis  Full Text: CiNii    379-380
22191 Performance Evaluation of Woodframe Structure with Seismic Control Devices : Part1 Stress Analysis of Woodframe Structure with Visco-Elastic Devices  Full Text: CiNii    381-382
22192 Performance Evaluation of Woodframe Structure with Seismic Control Devices : Part2 Performance Evaluation of Hysteretic Devices and Stress Analysis  Full Text: CiNii    383-384
22193 The Ultimate State and Damaged Control of Wooden Building Structures with Steel Dampers : Part1 : Shaking Table test of the wall and the time history response analysis  Full Text: CiNii    385-386
22194 The Ultimate State and Damaged Control of Wooden Building Structures with Steel Dampers : Part2 : Seismic response prediction method for a main frame and calculation method of damper volume  Full Text: CiNii    387-388
22195 Development of Beam End Connector supplemented with Damping function for Residential Wooden Houses  Full Text: CiNii    389-390
22196 Development of Passively-Controlled Houses with Superior Property-Retention Capability : Part 27 Equivalent Linearization to Predict Seismic Response of 3-D Wooden Structure with Stiffness Eccentricity  Full Text: CiNii    391-392
22197 Development of Passively-Controlled Houses with Superior Property-Retention Capability : Part 28 : Dynamic Lateral Loading Test for Passively Controlled Shear Walls with Knee Brace Dampers  Full Text: CiNii    393-394
22198 Development of Passively-Controlled Houses with Superior Property-Retention Capability : Part 29 : Conversion Rule for Wooden Passively Controlled Frame to Spring Model and Consideration of Passive Control Effect  Full Text: CiNii    395-396
22199 Development of Passively-Controlled Houses with Superior Property-Retention Capability : Part 28 Simple Frame-Modeling Method for Sheathed Shear Wall  Full Text: CiNii    397-398
22200 Damping Performance and Form Finding Design of Steel Dampers used for Timber Structure  Full Text: CiNii    399-400
22201 Development of Isolation System for Wooden house using Sliding Bearing : Part3 Verification of vibration analysis by experiment  Full Text: CiNii    401-402
22202 Development of Isolation System for Wooden house using Sliding Bearing : Part4 Verification of decrease rate of acceleration used to design  Full Text: CiNii    403-404
22203 A Study on Earthquake Maximum Response Forecast in Wooden Conventional Method of Construction That Has Hysteresis Characteristics of Slipping Type : part1 hysteresis characteristics of timber structure  Full Text: CiNii    405-406
22204 A Study on Earthquake Maximum Response Forecast in Wooden Conventional Method of Construction That Has Hysteresis Characteristics of Slipping Type : part2 about the forecast of the earthquake maximum response displacement  Full Text: CiNii    407-408
22205 A Study on Earthquake Maximum Response Forecast in Wooden Conventional Method of Construction That Has Hysteresis Characteristics of Slipping Type : part3 acciracy of the maximum seismic response prediction and verification of contracting MDOF system to SDOF system  Full Text: CiNii    409-410
22206 An analysis on the earthquake response of the interstory lateral dislpacement of the existing wood-house : No.2  Full Text: CiNii    411-412
22207 Effect on the Wood-frame House by Seismic Behavior of Furniture  Full Text: CiNii    413-414
22208 Seismic Maximum Responses of Wooden Construction by Effective Period and Equivalent Linearization  Full Text: CiNii    415-416
22209 A Study on Structural Design for Renovation of Unoccupied Wooden Terraced House  Full Text: CiNii    417-418
22210 Response of Wooden Buildings for Pulse-Like Ground Motions  Full Text: CiNii    419-420
22211 Analytical Study on Resistance of Horizontal Diaphragm on Pitched Roof in Conventional Post and Beam Wooden Structures  Full Text: CiNii    421-422
22212 An Experimental Study on Shear behavior of Gable Roof : Part 1 Outline of Experiments  Full Text: CiNii    423-424
22213 An Experimental Study on Shear behavior of Gable Roof : Part 2 Failure Behavior and Physical Model of Nonsymmetricalshaped Gable Roof  Full Text: CiNii    425-426
22214 An Experimental Study on Shear behavior of Gable Roof : Part 3 Behavior of Joist-Girder Connection and Influence of Fixed Vertical Roof Strut  Full Text: CiNii    427-428
22215 An Experimental Study on Shear behavior of Gable Roof : Part 4 Comparison between Experiments and Analyses based on Compornent Test Results  Full Text: CiNii    429-430
22216 Study on Seismic Performance for Structural Roof Plane of Wood- frame Houses built in Snowy Region : Part1 Seismic performance on existing house roofs and horizontal loading test for full scale roofs  Full Text: CiNii    431-432
22217 Study on Seismic Performance for Structural Roof Plane of Wood- frame Houses built in Snowy Region : Part2 Horizontal loading test for roof insulating method  Full Text: CiNii    433-434
22218 Performance assessment of earthquake-proof shedding frame to make a horizontal plane great physical strength floor  Full Text: CiNii    435-436
22219 A Study on Technical Development of Horizontal Diaphragm with Grid Beams of Stairwell for Wooden Houses  Full Text: CiNii    437-438
22220 Effects of human load on vertical dynamic properties of wooden joist floor : Part 1  Full Text: CiNii    439-440
22221 Effects of human load on vertical dynamic properties of wooden joist floor : Part 2  Full Text: CiNii    441-442
22222 Influence of seismic performance of non-structural members in wooden house : Part.1 Evaluation of strength properties of straight stairs by static loading test  Full Text: CiNii    443-444
22223 Experimental StUdy on The Rigidity Improvement of Wooden Floor by Using Steel Materials  Full Text: CiNii    445-446
22224 A Study on Development of Timber Structural Design System : Part 8. Static Loading Test Plan of Horizontal Diaphragm with Japanese Cedar Panel : Part1  Full Text: CiNii    447-448
22225 A Study on Development of Timber Structural Design System : Part 9. Static Loading Test Plan of Horizontal Diaphragm with Japanese Cedar Pane2 : Part2  Full Text: CiNii    449-450
22226 A Study on Deformation Properties of Wooden Horizontal Diaphragm : (4) Shear Modulus of Particle Board and Nail shear Performance with particle board as panels  Full Text: CiNii    451-452
22227 A Study on Deformation Properties of Wooden Horizontal Diaphragm : (5) Floor structure with Particleboard  Full Text: CiNii    453-454
22228 A Proposal of New Seismic Reinforcement Methods for Wooden Houses Considering Deformability and Easy Installation : Part-4 Static Push-Pull Cyclic Loading Tests on Seismic Resisting Walls composed of "Seismic Resisting Box" Jointed between Existing Columns  Full Text: CiNii    455-456
22229 A Proposal of New Seismic Reinforcement Methods for Wooden Houses Considering Deformability and Easy Installation : Part-5 Evaluation on Improved Wall-of-Columns Structures by Shaking-Table Tests of 1-Span, 1-Storied Model  Full Text: CiNii    457-458
22230 A Proposal of New Seismic Reinforcement Methods for Wooden Houses Considering Deformability and Easy Installation : Part-6 Evaluation on Single Room Seismic Reinforcement Using Modified wall-of-Columns Structures by Shaking-Table Tests  Full Text: CiNii    459-460
22231 A Proposal of New Seismic Reinforcement Methods for Wooden Houses Considering Deformability and Easy Installation : Part-7 Evaluation on Modified Nail-on-Wood Seismic Resisting Panels by Shaking-Table Tests of 1-span, 1-storied Model  Full Text: CiNii    461-462
22232 A Study on Seismic Retrofit System of Wooden Houses : Part 1. Development of shear bearing elements  Full Text: CiNii    463-464
22233 A Study on Seismic Retrofit System of Wooden Houses : Part 2. Earthquake-proof repair case and verification of the effect  Full Text: CiNii    465-466
22234 Model project for promoting a seismic reinforcement of old wooden house using newly-developed method  Full Text: CiNii    467-468
22235 Study on safety limit to collapse of wooden house according to old standard : Part1 Outline of specimens and test methods  Full Text: CiNii    469-470
22236 Study on safety limit to collapse of wooden house according to old standard : Part2 Relation between the damage and strength  Full Text: CiNii    471-472
22237 Study on safety limit to collapse of wooden house according to old standard : Part3 Analyze of Ultimate Strength  Full Text: CiNii    473-474
22238 Study on safety limit to collapse of wooden house according to old standard : Part4 Evaluation to strength  Full Text: CiNii    475-476
22239 Study on safety limit to collapse of wooden house according to old standard : Part4 Static behavior of siding board  Full Text: CiNii    477-478
22240 Development of seismic reinforcement methods of existing wooden house for continuous footing foundation and timber framework : Part1 Verification of the adhesion performance of ultravioletrayedhardening FRP for wood  Full Text: CiNii    479-480
22241 Development of seismic reinforcement methods of existing wooden house for continuous footing foundation and timber framework : Part2 In-plane shearing test for the timber frame structure  Full Text: CiNii    481-482
22242 Experimental study on the undefined performance of the shear walls of old wooden houses 【Part 1】 Influence of the wall width of braced shear walls  Full Text: CiNii    483-484
22243 Experimental study on the undefined performance of the shear walls of old wooden houses 【Part 2】 Influence of the detail of the brace  Full Text: CiNii    485-486
22244 Experimental study on the undefined performance of the shear walls of old wooden houses 【Part 3】 Outer walls  Full Text: CiNii    487-488
22245 Static Loading Test and Performance of Frames with an Opening for Seismic Retrofitting  Full Text: CiNii    489-490
22246 Seismic Retrofit Methods for Old Wooden Houses using Tie Rods Anchored in Ground : Part1. Pull-out test of anchors  Full Text: CiNii    491-492
22247 Seismic Retrofit Methods for Old Wooden Houses using Tie Rods Anchored in Ground : Part2. Evaluation of strength of the proposed system  Full Text: CiNii    493-494
22248 Evaluation of Structural Performance of Seismic Retro fit Cabinet  Full Text: CiNii    495-496
22249 Structure Study of Aluminum Rigid Frame  Full Text: CiNii    497-498
22250 Development and Verification on Reinforcement for Connecting Corner : Part1 Application for the Timber Frame  Full Text: CiNii    499-500
22251 Experimental Study About Space around Opening Reinforcement Method of the Wooden House wall Footing : Part1. Reinforcement Method of Wall Footing Space around Opening  Full Text: CiNii    501-502
22252 Experimental Study About Space around Opening Reinforcement Method of the Wooden House wall Footing : Part2. Reinforcement of Wall Footing Space around Opening by Bending Steel  Full Text: CiNii    503-504
22253 Experimental Study with it Arriving to Reinforce Cloth Foundations of Wooden House Space around Opening with Aramid Fiber Sheet  Full Text: CiNii    505-506
22254 Investigation of seismic capacity grade for wooden house  Full Text: CiNii    507-508
22255 Relationships between seismic capacity grade ratio and damage for two story wooden house  Full Text: CiNii    509-510
22256 Study on Evaluation of Seismic Performance of Wooden House by Means of a Simplified Seismic Diagnosis : Part1 Overview of the Simplified Seismic Diagnosis  Full Text: CiNii    511-512
22257 Study on Evaluation of Seismic Performance of Wooden House by Means of a Simplified Seismic Diagnosis : Part2 Verification of the Accuracy and Working Examples  Full Text: CiNii    513-514
22258 A proposal on performance evaluating guide to promote seismic reinforcement of traditional houses  Full Text: CiNii    515-516
22259 Temple's Retrofit by Base-Isolation System : Part1 Seismic Diagnosis and Retrofit Design  Full Text: CiNii    517-518
22260 Temple's Retrofit by Base-Isolation System : Part2 Result of Micro Tremor Measurement of Temple Before Retrofit  Full Text: CiNii    519-520
22261 On Retrofit of A Traditional Wooden Structure : Part1. Outline of Seismic Retrofit  Full Text: CiNii    521-522
22262 On Retrofit of A Traditional Wooden Structure : Part.2 Research on Seismic Performance of Timber Frames with Viscous Dampers  Full Text: CiNii    523-524
22263 Study on Recent Seismic Diagnosis and Cost for Retrofit in Wooden Houses  Full Text: CiNii    525-526
22264 A Study on Seismic Retrofit System for Existing Wooden-framed Houses : Part 2 Simple Evaluation Method for Seismic Reinforcement Effect  Full Text: CiNii    527-528
22265 Estimation of Aged Deterioration of Wooden Houses by Fragility Curves by Age  Full Text: CiNii    529-530
22266 This research is concerned with the reinforcement effect of the central pillar of Five Storied Pagoda by the carbon fiver  Full Text: CiNii    531-532
22267 Seismic Reinforcement of Traditional Wooden Frame Considering Restoring Force due to Column Rocking  Full Text: CiNii    533-534
22268 Seismic Retrofitting of Yutenji-Hondo&Shoin by Using Base Isolation  Full Text: CiNii    535-536
22269 Shaking Table Test on Frames with Hanging Walls of Traditional Wood House : Part7 Test Results of Bending in Column and Rotational Resistance in Beam-Column Joints  Full Text: CiNii    537-538
22270 Bending Tests of Columns with Traditional Wooden Joints : Element Tests of Full Scale Shaking Table Tests at E-defense  Full Text: CiNii    539-540
22271 Study on structural properties of Sashigamoi : Part 11  Full Text: CiNii    541-542
22272 Study on the influence of Sashigamoi height of moment resisting perfoemance of Sao-shachi-Tsugi : Part 1  Full Text: CiNii    543-544
22273 Study on the influence of Sashigamoi height of moment resisting perfoemance of Sao-shachi-Tsugi : Part 2  Full Text: CiNii    545-546
22274 Experimental Study on the Column Rotational Restriction under Floor for the Traditional Wooden Buildings  Full Text: CiNii    547-548
22275 Experimental Research on the Compression of Timber Perpendicular to the Grain of Stacked up Timber Joint  Full Text: CiNii    549-550
22276 Moment Resisting Mechanism of Nuki-to-Column Connection for Japanese Traditional Wooden Frame : Part. 1 Experimental Outline and Results  Full Text: CiNii    551-552
22277 Moment Resisting Mechanism of Nuki-to-Column Connection for Japanese Traditional Wooden Frame : Part. 2 Study on Seismic Performance by Bracing Unit Multiplier  Full Text: CiNii    553-554
22278 Moment Resisting Mechanism of Nuki-to-Column Connection for Japanese Traditional Wooden Frame : Part. 3 Mechanical Model and Frame Analysis  Full Text: CiNii    555-556
22279 Static Lateral Loading Test of Bracket Complexes Used In Traditional Timber Five Storied Pagoda  Full Text: CiNii    557-558
22280 Rotational Spring Model of Column Rocking Resistance for Numerical Method of Traditional Wooden Frame  Full Text: CiNii    559-560
22281 Effect of Column Characteristics on Seismic Resistance of Traditional Timber Frame  Full Text: CiNii    561-562
22282 A Study on Development of Timber Structural Design System : Part 5. Static Loading Test Plan of Horizontal Diaphragm with Cogged Joint  Full Text: CiNii    563-564
22283 A Study on Development of Timber Structural Design System : Part 6. Experimental Results on Horizontal Diaphragm with Cogged Joint  Full Text: CiNii    565-566
22284 A Study on Development of Timber Structural Design System : Part 7. Experimental Results on Cogged Joint  Full Text: CiNii    567-568
22285 Horizontal Load Capacity of Sashikamoi Frame with Through Column  Full Text: CiNii    569-570
22286 Evaluation of the Structural Properties of a Steep Rafter Roof House : Part-3 ; Evaluation of the vibration characteristics by experiments using a scale model  Full Text: CiNii    571-572
22287 Investigation of Earthquake-Proof Systems of Traditional Wooden Structures : Part2 : Proposal of Fittings that can lighting and earthquake-proof  Full Text: CiNii    573-574
22288 Investigation of Earthquake-Proof Systems of Traditional Wooden Structures : Part3 : Proposal of Door that have earthquake-proof  Full Text: CiNii    575-576
22289 Investigation of Earthquake-Proof Systems of Traditional Wooden Structures : Part4 New Construction System of Double Skin Wooden Shear Wall between Girder and Nuki-Beam  Full Text: CiNii    577-578
22290 Lateral Loading Tests of Wooden Houses with Traditional Details : Part 1 Outline of Lateral Loading Tests  Full Text: CiNii    579-580
22291 Lateral Loading Tests of Wooden Houses with Traditional Details : Part 2 Vibration Characteristics  Full Text: CiNii    581-582
22292 Lateral Loading Tests of Wooden Houses with Traditional Details : Part 3 Results of Lateral Loading Test (Type A)  Full Text: CiNii    583-584
22293 Lateral Loading Tests of Wooden Houses with Traditional Details : Part 4 Results of Lateral Loading Test (Type B)  Full Text: CiNii    585-586
22294 Study about Structural Characteristics of Traditional Trademen's House in Takahashi City ,Okayama : Part1 Summary of Takahashi City, Okayama and Survey about Structural Feature of Traditional Tradesmen's House  Full Text: CiNii    587-588
22295 Study about Structural Characteristics of Traditional Tradesmen's House in Takabashi City, Okayama : Part2 Horizontal Shear Force Application Experimentations by 1/3 Scaled Model  Full Text: CiNii    589-590
22296 Study about Structural Characteristics of Traditional Tradesmen's House in Takabashi City, Okayama : Part3 Shaking Table Test by Scaled Model  Full Text: CiNii    591-592
22297 Study on about Study about Structural Properties of Traditional Tradesmen's House in Takahashi City, Okayama : Part4 Seismic Response on Traditional Tradesmen's House in Takahashi City, Okayama Existant  Full Text: CiNii    593-594
22298 Evaluation of Seismic Performance of Indonesian Traditional Wooden Structure : PartI : Field Survey in Kotagede District  Full Text: CiNii    595-596
22299 Evaluation of Seismic Performance of Indonesian Traditional Wooden Structure : PartII : Static Lateral Loading Test  Full Text: CiNii    597-598
22300 Field Survey for Wooden Houses of Kyoto-Kitayama Type in the Important District of Groups of Historic Buildings in Miyama  Full Text: CiNii    599-600
22301 Vibration Characteristic of Traditional Houses in Gassho Style in Shirakawa-Go  Full Text: CiNii    601-602
22302 Phased Microtremor Measurement of Seismic Retrofit of the Traditional Wooden Temple  Full Text: CiNii    603-604
22303 Evaluation of Structural Performance of Traditional Timber Structurea in Kamakura Region : Part 1 Results of Microtremor Measurement and Weight Calculation on Engaku-ji Syariden  Full Text: CiNii    605-606
22304 Study on Seismic Performance of Wooden Temple Buildings : Part8 Effect of Reinforcement by Plywood  Full Text: CiNii    607-608
22305 Vibration Characteristics Of Traditional Timber Five Storied Pagodas : (Part8) Result of 11^<th> August 2009 Earthquake of Tsukannon Pagoda  Full Text: CiNii    609-610
22306 FEM Analysis for ENKAKUJI SHARIDEN as a Historical wooden structure with 3DSpoce Frame Modeling : Part5 : Discussion on the 3DSpace Frame Modeling  Full Text: CiNii    611-612
22307 FEM Analysis for ENKAKUJI SHARIDEN as a Historical wooden structure with 3DSpoce Frame Modeling : Part6 : Static 3D FEM Simulation for 3 stepped bracket complex considering orthotropic constitutive Equations  Full Text: CiNii    613-614
22308 Dynamic Characteristics after Seismic Retrofit of Zuigudo of Tsugaosan-Jakoin  Full Text: CiNii    615-616
23309 Study on Structural Modeling of Japanese Traditional Wooden Structure  Full Text: CiNii    617-618
22310 Conservation and utilization of wooden cultural asset building using precious cedar in Akita : Part 1. Investigation of basic structural element of "kyuu ryoutei kaneyuu"  Full Text: CiNii    619-620
22311 Structural Design and Construction of Steel Panel Structure with 30 meter long Cantilever : Part1 Structural Design Concept and Purpose of Experiments  Full Text: CiNii    621-622
22312 Structural Design and Construction of Steel Panel Structure with 30 meter long Cantilever : Part2 Experiment Setup and Results  Full Text: CiNii    623-624
22313 Structural Design and Construction of Steel Panel Structure with 30 meter long Cantilever : Part3 Analysis of Structure for Construction  Full Text: CiNii    625-626
22314 Structural Design and Construction of Steel Panel Structure with 30 meter long Cantilever : Part4 Construction  Full Text: CiNii    627-628
22315 Investigation on application of 1000N class ultra high strength steel for buildings : Part16. Structural Design of the building used 1000N class ultra high strength steel  Full Text: CiNii    629-630
22316 Improvement of structural provisions and design implications for steel building structures : (Part1) Outline and major results of R/D on medium-rise steel buildings  Full Text: CiNii    631-632
22317 Improvement of structural provisions and design implications for steel building structures : Part2 Research on Structure Design Documents of Medium-rise Steel Buildings  Full Text: CiNii    633-634
22318 Improvement of structural provisions and design implications for steel building structures : (Part3) Inelastic response behavior of frames with exposed-type column base against earthquake input to 45-degree direction  Full Text: CiNii    635-636
22319 Improvement of structural provisions and design implications for steel building structures : (Part4) Experimental study of exposed-type column base against earthquake input to 45-degree direction  Full Text: CiNii    637-638
22320 Improvement of structural provisions and design implications for steel building structures : (Part5) 3-D seismic behavior of medium-rise steel buildings having exposed-type column bases against 45-degree directed input  Full Text: CiNii    639-640
22321 A Study on Reduction Factors Related to Ductility of Buildings ; k_D Value in Limit State Design of Steel Structures : Part1 k_D Value Considering Strength Deterioration after Maximum Strength  Full Text: CiNii    641-642
22322 A Study on Reduction Factors Related to Ductility of Buildings ; k_D Value in Limit State Design of Steel Structures : Part2 Relations between Slenderness of Beam and k_D Value  Full Text: CiNii    643-644
22323 New Structural Design Tools for Beginners : Part1 Layout of Column Member with Respect to Eccentricity of Floor Plan  Full Text: CiNii    645-646
22324 New Structural Design Tools for Beginners : Part2 Knowledge System for Sub-beam Design of Steel Deck Slab  Full Text: CiNii    647-648
22325 Design of stiffeners of beam and column at the end of knee brace damper for weld-free steel structure  Full Text: CiNii    649-650
22326 Experimental Research on High Strength Bolted Frictional Joints of Joint Surface with Chemical Treatment  Full Text: CiNii    651-652
22327 Effect of Temperature on the Slip Strength of Galvanized High Strength Bolted Joints  Full Text: CiNii    653-654
22328 Slippage Tests of the Friction Joint Controled Parameters such as Surface Preparation and Tightening Method : Part1 : Experimental Overview and the Effects of Surface Preparation  Full Text: CiNii    655-656
22329 Slippage Tests of the Friction Joint Controled Parameters such as Surface Preparation and Tightening Method : Part2 : the Effects of Surface Preparation  Full Text: CiNii    657-658
22330 Study on Structural Behavior of Friction Type High Strength Bolted Joints Having Gap in The Contact Plane : (Part.8) Contact Force Distribution of the Joint Fastened by Turn-of-Nut Method  Full Text: CiNii    659-660
22331 Study on Structural Behavior of Friction Type High Strength Bolted Joints Having Gap in The Contact Plane : (Part.9) Slip Load of The Joints Fastened by The Nut Turn Angle That Increased  Full Text: CiNii    661-662
22332 Low cycle fatigue strength of butt welded joints with eccentricity : Part2. Results of low cycle fatigue tests  Full Text: CiNii    663-664
22333 Experimental Study on Fatirue Strength of Stainless Steel : Part5. Fatigue strength of full-Renetration welded joints used SUS304L  Full Text: CiNii    665-666
22334 Strength Assessment of Fillet Weld Connections between Gusset Plate and H-Shaped Column in Existing Steel Gymnasium  Full Text: CiNii    667-668
22335 Study on Non Fracture Welding of high Tension Steel : Part 1 Overview of Non Fracture Welding  Full Text: CiNii    669-670
22336 Study on Non Fracture Welding of high Tension Steel : Part 2 Material Testing of Butt Joint  Full Text: CiNii    671-672
22337 Experiments for Performance Evaluation of High Strength Steel Built-up Members made by Undermatched Welds : Part 1. Component Tests  Full Text: CiNii    673-674
22338 Experiments for Performance Evaluation of High Strength Steel Built-up Members made by Undermatched Welds : Part 2. Cruciform Frame Tests  Full Text: CiNii    675-676
22339 Mechanical Behavior of Self-drilling Tapping Screw Connections in Claddings : Static Single Shear Loading Test  Full Text: CiNii    677-678
22340 Study on Static Characteristics of Self Drilling Tapping Screw Connection Focusing on Force of Tightening  Full Text: CiNii    679-680
22341 Study on Connection Property of Powder Actuated Nails and Steel Deck : Tear off test  Full Text: CiNii    681-682
22342 Study on Connection Property of Powder Actuated Nails and Steel Deck : Shear test  Full Text: CiNii    683-684
22342 Basic Shear Experiments of Shear Connector Using Powder Actuated Nails : Shear Test C  Full Text: CiNii    685-686
22344 Creep properties of composite plate made of CFRP and steel : Part 2 creep limit under shear stress  Full Text: CiNii    687-688
22345 Contact Stress on Friction Surface of High Strength Bolted Friction Joints : Maximum Contact Stress and Contact Range on Friction Surface of Head Side of S10T  Full Text: CiNii    689-690
22346 Performance Verification of Aluminum Alloy Beam-Column Joint Using Drill Screw  Full Text: CiNii    691-692
22347 Development of Container House for Architecture : Part1 Outline of Structural Experiments  Full Text: CiNii    693-694
22348 Development of Container House for Architecture : Part2 : L type examination body result and mechanical attribute  Full Text: CiNii    695-696
22349 Development of Container House for Architecture : Part3 : Frame examination result and proof stress of joint part  Full Text: CiNii    697-698
22350 Development of Container House for Architecture : Part4 : FEM Anysis of Beam-to-column Joint Panel  Full Text: CiNii    699-700
22351 Study on the Design of Beam-End Connection at the Existing Low or Middle Rise Steel Structures  Full Text: CiNii    701-702
22352 Rotational Rigidity and Slip Strength of Steel Beam-to-Girder Connections with High Strength Bolted Joints : Part 1. Test Results  Full Text: CiNii    703-704
22353 Rotational Rigidity and Slip Strength of Steel Beam-to-Girder Connections with High Strength Bolted Joints : Part 2. Analytical Study  Full Text: CiNii    705-706
22354 Basic study on the Static Characteristics of HTB Friction Joints under Bending Moment  Full Text: CiNii    707-708
22355 Study on Out-of-Plane Deformation Yield Strength in Split Tee Connection  Full Text: CiNii    709-710
22356 Experimental and Analytical Study on Initial Stifihess of Semirigid Steel Beam-to-Column Connections  Full Text: CiNii    711-712
22357 Local Behavior of Compressive Unstiffened Column-to-Split-Tee Connection  Full Text: CiNii    713-714
22358 A study on estimation methods for moment-rotation behavior of bolted semi-rigid connection  Full Text: CiNii    715-716
22359 Mechanical characteristics of non-intersection type steel beam-to-column connection  Full Text: CiNii    717-718
22360 Experimental Study on RHS Column to Beam Connection with Different Column Width : Part-1 : Strength of Connection  Full Text: CiNii    719-720
22361 Experimental Study on RHS Column to Beam Connection with Different Column Width : Part-2 : Cyclic Loading Test  Full Text: CiNii    721-722
22362 The effect of various parameters on collapse mechanisms of joint panels at the connection of steel column with two different depth H-shaped beams  Full Text: CiNii    723-724
22363 The effect of various parameters on collapse mechanisms of joint panels at the connection of steel column with two different depth H-shaped beams  Full Text: CiNii    725-726
22364 Effects of joint panel design concepts on global behavior of moment resisting steel frames : Part 1. Test program and result  Full Text: CiNii    727-728
22365 Effects of joint panel design concepts on global behavior of moment resisting steel frames : Part 2. Strength and plastic rotation capacity  Full Text: CiNii    729-730
22366 Experimental study on mechanical behavior of weld-free steel structure with knee brace damper using RHS-column : Part 1 Testing method  Full Text: CiNii    731-732
22367 Experimental study on mechanical behavior of weld-free steel structure with knee brace damper using RHS-column : Part 2 Test results  Full Text: CiNii    733-734
22368 A study on residual displacement of steel structure with wedge-device-connection : Part1 Loading test  Full Text: CiNii    735-736
22369 A study on residual displacement of steel structure with wedge-device-connection : Part2 Numerical analysis  Full Text: CiNii    737-738
22370 Experimental Study on Joint Parts for New Beam-to-Column Connection without Welding  Full Text: CiNii    739-740
22371 A study on seismic resistant performance of steel structures with ductile semi rigid connection using spring steel members : Part 4, Hysteresis model of semi rigid connection with exposed-type end plate using spring washers  Full Text: CiNii    741-742
22372 Strength of Beam Flange to Circular Thbe Column Joint by Exterior Diaphragm Type Connection  Full Text: CiNii    743-744
22373 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Prat 1. Simplified Model Test  Full Text: CiNii    745-746
22374 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Prat 2. Test Results  Full Text: CiNii    747-748
22375 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Prat 3. Limit Analysis  Full Text: CiNii    749-750
22376 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Prat 4. Estimation of Strength  Full Text: CiNii    751-752
22377 Experimental Study of Beam-to-Column Connection without Steel Diaphragm : Part1 Outline of Experiment and Failure Behaviour  Full Text: CiNii    753-754
22378 Experimental Study of Beam-to-Column Connection without Steel Diaphragm : Part2 Hysteretic Characteristics and Plastic Strength  Full Text: CiNii    755-756
22379 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 1. Test on Connection by Using Subassemblages  Full Text: CiNii    757-758
22380 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 2. Test Results of Connection by Using Subassemblages  Full Text: CiNii    759-760
22381 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 3. Discussion of Failure mode  Full Text: CiNii    761-762
22382 Brittle Fracture of WBFW type BH Beam-to-SHS Column Connection FEM Analys is that Pays Attention to Non-Weld of Beam Flange and Beam Web  Full Text: CiNii    763-764
22383 Study on the Fracture behaviour of Built-up H-shaped Beam-end Connection : part1 the Loading test with the focus on Fabrication method of Built-up H-shaped beam  Full Text: CiNii    765-766
22384 Comparison of Evaluation Methods for Deformation Capacity of Beam-end Welds under Cyclic Deflection Amplitudes : Part.2 Subassemblage test  Full Text: CiNii    767-768
22385 Outline of Experiments on effect of web joint strength : Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain, Part1  Full Text: CiNii    769-770
22386 Influence of flexual strength of beam web connections on strain distribution of beam flanges : Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain, Part5  Full Text: CiNii    771-772
22387 Estimation of the Plastic Deformation Capacity of Fractured Steel Beam  Full Text: CiNii    773-774
22388 A Study on Damage Laws for Welded Steel Beam-to-Column Connections under Random Amplitudes : Part 1 : Experimental Setup and Results  Full Text: CiNii    775-776
22389 A Study on Damage Laws for Welded Steel Beam-to-Column Connections under Random Amplitudes : Part 2 : Verification of the Similitude Law and Miner's Rule  Full Text: CiNii    777-778
22390 Deformation of Semi-rigid Composite Beam to Column Connection with Extended Endplate : Part 1 : Cyclic Loading Test and Hiaterisis Loop  Full Text: CiNii    779-780
22391 Hysteretic behavior for Steel Beam-to-Column Connections using SFRCC Floor Slabs : Part 1 : Design of specimens and test setup  Full Text: CiNii    781-782
22392 Hysteretic behavior for Steel Beam-to-Column Connections using SFRCC Floor Slabs : Part 2 : Test Results  Full Text: CiNii    783-784
22393 Hysteretic behavior for Steel Beam-to-Column Connections using SFRCC Floor Slabs : Part 3 : Procedure to Estimate Maximum Strength  Full Text: CiNii    785-786
22394 Hysteretic behavior for steel beam-to-column connections using SFRCC floor slabs : Part.4 Finite element analysis  Full Text: CiNii    787-788
22395 Seismic Retrofit on Beam-to-Column Connections for High-Rise Buildings : Part I Design of the Test Specimen  Full Text: CiNii    789-790
22396 Seismic Retrofit on Beam-to-Column Connections for High-Rise Buildings : Part II Test results  Full Text: CiNii    791-792
22397 Retrofit evaluation on local fracture failure of welded moment-resisting connection  Full Text: CiNii    793-794
22398 Effect of rotational rigidity of column base on elastic behavior for gable typed rigid frames in the heavy snow area  Full Text: CiNii    795-796
22399 Stress measurement for the transmission tower with the foundation's displacement  Full Text: CiNii    797-798
22400 Seismic Performance of Controlled Rocking Frames with Shear Fuse and PT Wire Anchorage Part1 : E-Defense Experimental Projects for Steel Buildings : Part 55  Full Text: CiNii    799-800
22401 Seismic Performance of Controlled Rocking Frames with Shear Fuse and PT Wire Anchorage Part2 : E-Defense Experimental Projects for Steel Buildings : Part 56  Full Text: CiNii    801-802
22402 Seismic Performance of Controlled Rocking Frames with Shear Fuse and PT Wire Anchorage Part3 : E-Defense Experimental Projects for Steel Buildings : Part 57  Full Text: CiNii    803-804
22403 Seismic Performance of Controlled Rocking Frames with Shear Fuse and PT Wire Anchorage Part4 : E-Defense Experimental Projects for Steel Buildings : Part 58  Full Text: CiNii    805-806
22404 Experiments and Dynamic Analysis Method for Buckling Restrained Brace  Full Text: CiNii    807-808
22405 System identification of a building under the rocking motion of the base : E-Defense Experimental Projects for Steel Buildings : Part 60  Full Text: CiNii    809-810
22406 Estimation and Verification for Vibration Period and Damping of 5-story Full Scale Building Structures with/without Dampers : E-Defense Experimental Projects for Steel Buildings : Part 61  Full Text: CiNii    811-812
22407 Transition of stiffness of Frame and Non-structural Components : E-Defense Experimental Projects for Steel Buildings : Part 62  Full Text: CiNii    813-814
22408 Effect of Floor Slab Composite Action : E-Defense Experimental Projects for Steel Buildings : Part 63  Full Text: CiNii    815-816
22409 Mechanical Properties around Gusset in Steel Braced Structure and Proposal of Simplified Model : E-Defense Experimental Projects for Steel Buildings : Part 64  Full Text: CiNii    817-818
22410 Proposal of Design Method of Gusset in Steel Braced Structure based on Simplified Model : E-Defense Experimental Projects for Steel Buildings : Part 65  Full Text: CiNii    819-820
22411 The Influence of Composite Beams on Behavior of Beam-Column-Gusset Connections in Passively-Controlled building : E-Defense Experimental Projects for Steel Buildings : Part 66  Full Text: CiNii    821-822
22412 Full-size Subassembly Experiments with Composite Beam-Column-Gusset Connections in Passively-Controlled building : E-Defense Experimental Projects for Steel Buildings : Part 67  Full Text: CiNii    823-824
22413 Fiber Approach in Analyzing Cantilever Column Behavior under Monotonic and Cyclic Loadings : E-Defense Experimental Projects for Steel Building : Part 68  Full Text: CiNii    825-826
22414 Dynamic Collapse Analysis of a Full-Scale Multistory Steel Building Subjected to Strong Ground Motions : E-Defense Experimental Projects for Steel Building : Part 69  Full Text: CiNii    827-828
22415 The Large-scale Vibration Table Experiment on Ceiling and Sprinkler : E-defense Experimental Projects for Steel Buildings : Part 70  Full Text: CiNii    829-830
22416 A Study on the Stiffness Evaluation and Response Prediction Method for Japanese Style of Ceilingr : E-defense Experimental Projects for Steel Buildings : Part 71  Full Text: CiNii    831-832
22417 A Study on Dynamic Characteristics of Ceilings in Stable State : E-defense Experimental Projects for Steel Buildings : Part 72  Full Text: CiNii    833-834
22418 A Study on Dynamic Characteristics of Damaged Ceilings and Sprinklers : E-defense Experimental Projects for Steel Buildings : Part 73  Full Text: CiNii    835-836
22419 A study on reinforcement of anchor-bolts in exposed steel column bases (part 7)  Full Text: CiNii    837-838
22420 A study on reinforcement of anchor-bolts in exposed steel column bases (part 8)  Full Text: CiNii    839-840
22421 Anchor-bolt-yield-type exposed column-base subjected to tensile and shearing forces : Part1 Collapse mechanism under monotonic loading  Full Text: CiNii    841-842
22422 Anchor-bolt-yield-type exposed column-base subjected to tensile and shearing forces : Part2 Cyclic loading test  Full Text: CiNii    843-844
22423 Experiment of portal-frame with non-slip-type exposed column-base  Full Text: CiNii    845-846
22424 Study on Exposed Column-Base Exhibits Spindle Type Restoring Force Characteristics by Plasticity of Anchor Bolt : Bending Behavior of Shear Key  Full Text: CiNii    847-848
22425 Rotational Rigidity of Exposed Column-Base with FEM Analysis  Full Text: CiNii    849-850
22426 Shear Resistance of Anchor Bolt Fastening Steel Column Base to Concrete Foundation : part 1 : Outline of Shear Loading Tests of a Single Anchor Bolt  Full Text: CiNii    851-852
22427 Shear Resistance of Anchor Bolt Fastening Steel Column Base to Concrete Foundation : part 2 : Effects of Edge Distances and Reinforcements on Shear Capacity  Full Text: CiNii    853-854
22428 Shear Resistance of Anchor Bolt Fastening Steel Column Base to Concrete Foundation : part 2 : Effects of Edge Distances and Reinforcements on Shear Capacity  Full Text: CiNii    855-856
22429 Additional Element Experiments for Developping Tubular Damper Applied to Bolt Joint : Part. 1 Outline of experiments  Full Text: CiNii    857-858
22430 Additional Element Experiments for Developping Tubular Damper Applied to Bolt Joint : Part. 2 Experimental Results and Considerations  Full Text: CiNii    859-860
22431 Study on Plate for Seismic Retrofit Method for column bases of Overtrack buildings : Part 1 Outline of Experiments  Full Text: CiNii    861-862
22432 Study on Plate for Seismic Retrofit Method for column bases of Overtrack buildings : Part 2 Discussion on Test Results  Full Text: CiNii    863-864
22433 Experimental Study on Anchorage of Main Reinforcements of Footing Beam to Inside of Steel Tube Column : Part 2. Performance evaluation tests for subassemblages consisting of column and footing beam  Full Text: CiNii    865-866
22434 Large Behavior of Plates with a Circular Hole made of High Strength Steel under the Uni-axial Tension and Compression Stress  Full Text: CiNii    867-868
22435 Flexural Buckling Tests of Partial-Reinforced H-Shaped Section Bracing  Full Text: CiNii    869-870
22436 Database of strength and ductility of steel compression members subjected to cyclic loading : Part 4, A verification method for validity of restoring force model by reference to database  Full Text: CiNii    871-872
22437 Study on Mechanical Property of Steel Beam with Vartical Step Haunch : Part1. Basic Performance and Detail at Step Haunch  Full Text: CiNii    873-874
22438 Study on Mechanical Property of Steel Beam with Vartical Step Haunch : Part2. Verification for Mechanical Performance by Load Test  Full Text: CiNii    875-876
22439 Study on Mechanical Property of Steel Beam with Vartical Step Haunch : Part3. Evaluation method of Deformation Capacity and Slenderness Ratio  Full Text: CiNii    877-878
22440 Lateral Buckling Behavior of Composite Steel Beam : No.10 Test Plan  Full Text: CiNii    879-880
22441 Lateral Buckling Behavior of Composite Steel Beam : No.11 Test Results and Consideration  Full Text: CiNii    881-882
22442 Lateral Buckling Behavior of Composite Steel Beam : No.12 Deformation Capacity Evaluation by Eigenvalue Analysis  Full Text: CiNii    883-884
22443 Lateral Buckling Test for H-Shaped Steel Beams under Cyclic Loading : Part 1 Outline of Experiments and Results  Full Text: CiNii    885-886
22444 Lateral Buckling Test for H-Shaped Steel Beams under Cyclic Loading : Part 2 Proposal of Hysteresis Models for Long H-Shaped Steel Beams  Full Text: CiNii    887-888
22445 Verification for lateral buckling performance of H-shaped beam using 550N/mm^2 strength steel  Full Text: CiNii    889-890
22446 Analytical study on full-plastic strength of steel beam with web opening  Full Text: CiNii    891-892
22447 Strength and Ductility of Steel Beams with Eccentric Web Opening : (Part 3) Strength of Opening Part at Web Width-Thickness Ratio FC  Full Text: CiNii    893-894
22448 Strength and Ductility of Steel Beams with Eccentric Web Opening : (Part4) Verification and Consideration by Calculation  Full Text: CiNii    895-896
22449 Behavior of Steel Beans with Web Opening Using Steel Ring Reinforcement : Part1 Tension Tests and Shear Tests  Full Text: CiNii    897-898
22450 Behavior of Steel Beans with Web Opening Using Steel Ring Reinforcement : Part2 Full Scale Tests  Full Text: CiNii    899-900
22451 Test on the weld length of steel beam with web opening  Full Text: CiNii    901-902
22452 Influence of Column-to-beam Strength Ratio in Connection using RBS Beam with stiffeners and Wide Flange Column  Full Text: CiNii    903-904
22453 A Study on Strength and Plastic Deformation Capacity of Corroded Steel Members and Connections : Part 3 Loading Test of The Composite Beam  Full Text: CiNii    905-906
22454 Experimental Study for Improvement Plastic Deformation Capacity of H-shaped Beams with Torsional Stiffness  Full Text: CiNii    907-908
22455 Study on Buckling Strength Of Channel Steel Under Concentric Compression : Part1 Summary of Test  Full Text: CiNii    909-910
22456 Study on Buckling Strength Of Channel Steel Under Concentric Compression : Part2 Result and Consideration  Full Text: CiNii    911-912
22457 Deformation Capacity of Steel Beam-Column with Square Hollow Section Involving Local Buckling Subjected to Repeated Horizontal Force  Full Text: CiNii    913-914
22458 Structural Performance of Cold Press Formed Rectangular Column using High Yield Strength Steel : Part 1 Mechanical Properties of Plates and Welded Joint  Full Text: CiNii    915-916
22459 Structural Performance of Cold Press Formed Rectangular Column using High Yield Strength Steel : Part 2 Bending Test  Full Text: CiNii    917-918
22460 Verification of Design Equation of Elastic Limit Strength for Beam-Column Member by Finite Element Analysis  Full Text: CiNii    919-920
22461 Post-Buckling and Deteriorating Behavior of RHS Columns Under Cyclic Loading : Part 2 Database of Experiments and Fundamental Consideration  Full Text: CiNii    921-922
22462 Studies of Sandwich Panels with Lightweight Core Material : Part 3 Bending Test for Steel/ALC Specimens using Slender Steel Skin  Full Text: CiNii    923-924
22463 Studies of Sandwich Panels with Lightweight Core Material : Part 4 Rigidity and Strength of Panels in Bending Test Results  Full Text: CiNii    925-926
22464 Shear Stress Distributions of the Core of Sandwich Panels  Full Text: CiNii    927-928
22465 Investigation on Application of 1000N Class Ultra High Strength Steel for Buildings : Part15. Plastic Deformation Capacity of Beams and Columns with H-sections by Parametric Analysis  Full Text: CiNii    929-930
22466 Proposition and performance test of sandwich-panel with bi-direction rib  Full Text: CiNii    931-932
22467 End Failures in Corrugated Steel Shear Diaphragms : Part3 Hysteresis Under Cyclic Shear Load  Full Text: CiNii    933-934
22468 Large Deformation Behavior of Clamped Square Sandwich Panel under the Action of Shearing Stresses  Full Text: CiNii    935-936
22469 Experiments on the Performance of Thm Steel Plate Structures Using One-side Bolt : Part. 1 Outline of Experiments on BH shaped steel beam  Full Text: CiNii    937-938
22470 Experiments on the Performance of Thm Steel Plate Structures Using One-side Bolt : Part. 2 Test Results of Experiments on BH shaped steel beam  Full Text: CiNii    939-940
22471 Experiments on the Performance of Thm Steel Plate Structures Using One-side Bolt : Part. 3 Outline of Experiments and Test Results on shear thin steel panel  Full Text: CiNii    941-942
22472 Low Cycle Fatigue Test of Buckling RestTained Braces  Full Text: CiNii    943-944
22473 Verification for Capacity Cross-shaped Brace Damper that receives long-period ground motion : Part1. Selection of Input Earthquake Motion  Full Text: CiNii    945-946
22474 Verification for Capacity Cross-shaped Brace Damper that receives long-period ground motion : Part2. Dynamic Loading Tests  Full Text: CiNii    947-948
22475 Verification for Capacity Cross-shaped Brace Damper that receives long-period ground motion : Part3. Evaluation of Fatigue Resistance for Input Random Waves  Full Text: CiNii    949-950
22476 Application of Hysteretic Dampers used Low Yield Stress Steel to High-rise Building : Part 1 : Structural Design of Building  Full Text: CiNii    951-952
22477 Application of Hysteretic Dampers used Low Yield Stress Steel to High-rise Building : Part 2 : Performance Testing of Buckling Restrained Braces  Full Text: CiNii    953-954
22478 Effects of Clearance between Core Plate and Restraining Member and Estimation of the Number of Buckling Mode on Buckling-Restrained Braces (Part 1)  Full Text: CiNii    955-956
22479 Effects of Clearance between Core Plate and Restraining Member and Estimation of the Number of Buckling Mode on Buckling-Restrained Braces (Part 2)  Full Text: CiNii    957-958
22480 Influence of spacing between inner steel brace and outer restraining cover for behavior of the BRB  Full Text: CiNii    959-960
22481 A Study on Local Failure of Buckling Restrained Braces Using Steel Mortar Planks : Part-1 : Local Failure  Full Text: CiNii    961-962
22482 A Study on Local Failure of Buckling Restrained Braces Using Steel Mortar Planks : Part-2 : Cyclic Loading Test  Full Text: CiNii    963-964
22483 Behavior characteristics of buckling-restrained braces using round steel bar cores and double steel tubes  Full Text: CiNii    965-966
22484 Experimental study on brittle fracture of buckling-restrained braces : Testing of core plates with weldings  Full Text: CiNii    967-968
22485 Stability Conditions of Buckling Restrained Brace with Serially Connected Tubular Member  Full Text: CiNii    969-970
22486 Design formula of rehabilitated angle steel brace by means of CFRP plates  Full Text: CiNii    971-972
22487 Experimental Study on Displacement-restraint Bracing with Tension Rods  Full Text: CiNii    973-974
22488 Research on Effectiveness of Applying the Twice Turn Member to Braces  Full Text: CiNii    975-976
22489 Tensile Tests of Aluminum Brace for Seismic Resisting Elements and Retrofits  Full Text: CiNii    977-978
22490 An experiment to evaluate buckling strength of steel angle braces with gusset plate connections  Full Text: CiNii    979-980
22491 Demand of Strength for Connections of Buckling-Restrained Braces Considering Variation of Mechanical Properties  Full Text: CiNii    981-982
22492 Study on Stress Transmission Characteristics of Angle Brace Joint with Welding Reinforcement  Full Text: CiNii    983-984
22493 Seismic Performance of Damage-Controlled Structures Considering Gusset-Plate Connections : Part3. Tests of stiffener plates on gusset-plate  Full Text: CiNii    985-986
22494 Seismic Performance of Damage-Controlled Structures Considering Gusset-Plate Connections : Part4. Effects of stiffener plates on structural behavior of framing components  Full Text: CiNii    987-988
22495 Basic Study on the Strength and Deformation Capacity of an Exsisting Thermal Power Plant Buildings Steel Structure : Brace-Joints Part.1  Full Text: CiNii    989-990
22496 Basic Study on the Strength and Deformation Capacity of an Exsisting Thermal Power Plant Buildings Steel Structure : Brace-Joints Part.2  Full Text: CiNii    991-992
22497 Evaluation of Rupture Elongation depending upon the Specimen Types at Coupon Tension Tests of Steel  Full Text: CiNii    993-994
22498 Study on energy transition curve of structural steel by Charpy impact test  Full Text: CiNii    995-996
22499 Effect of mean strain variable on plastic deformation capacity of structural steel  Full Text: CiNii    997-998
22500 Study on the Bending Yield Strength of Steel Plates  Full Text: CiNii    999-1000
22501 Study on resistance to crack of steel material by V-notched tensile test  Full Text: CiNii    1001-1002
22502 Evaluation of temperature guaranteeing ductile fracture of Steel structural members by V-notched tensile test  Full Text: CiNii    1003-1004
22503 Experimental Study on Crack Extension in Structural Steel Subjected to Cyclic Plastic Deformation  Full Text: CiNii    1005-1006
22504 Study of Plastic Deformation Capacity of Structural Steel under Random Axial Strain : Part. 1 Objective and Experiments  Full Text: CiNii    1007-1008
22505 Study of Plastic Deformation Capacity of Structural Steel under Random Axial Strain : Part. 2 Evaluation of the Plastic Deformation Capacity  Full Text: CiNii    1009-1010
22506 Experimental Study on Cumulative Fatigue Damage in Low Yield Point Steel : Part1 Constant Amplitude Experiment  Full Text: CiNii    1011-1012
22507 Experimental Study on Cumulative Fatigue Damage in Low Yield Point Steel : Part2 Relation of D-ΔN under Two Step Block Amplitude Experiment  Full Text: CiNii    1013-1014
22508 Experimental Study on Cumulative Fatigue Damage of Low Yield Stress Steel under Two Block Amplitude Strain : Part3 Relation of D-ΔN on different of Control Techniques  Full Text: CiNii    1015-1016
22509 Performance of Unequally Slitted Steel Walls Under Large Lateral Drift Demands : Part 1. Condition Assessments through Strain Pattern Identification  Full Text: CiNii    1017-1018
22510 Performance of Unequally Slitted Steel Walls Under Large Lateral Drift Demands : Part 2. Condition Assessments through Link Buckling  Full Text: CiNii    1019-1020
22511 A Study on Cyclic Behavior and Deformation Capacity of Shear Damper with Stiffening Member : Part 1 Abstract of Cyclic Loading Test and Results  Full Text: CiNii    1021-1022
22512 A Study on Cyclic Behavior and Deformation Capacity of Shear Damper with Stiffening Member : Part 2 Difference of Behavior by Various Parameters  Full Text: CiNii    1023-1024
22513 A Study on Cyclic Behavior and Deformation Capacity of Shear Damper with Stiffening Member : Part 3 Advisable Buckling Mode and Design Process  Full Text: CiNii    1025-1026
22514 Study on Cyclic Behavior of Shear Damper with Stiffening Member : Part 1 Effect of Tubular Stiffening Member on Cyclic Behavior of Shear Damper  Full Text: CiNii    1027-1028
22515 Study on Cyclic Behavior of Shear Damper with Stiffening Member : Part 2 Relation between Position of Tubular Stiffening Member and Cyclic Behavior of Shear Damper  Full Text: CiNii    1029-1030
22516 In-plain ShearTests of Corrugated Sheet Walls for Steel Houses : Part2. The Effects on Depth of Corrugated Sheet Section  Full Text: CiNii    1031-1032
22517 Study on Mechanical Behavior of Corrugated Steel Plate Wall : Part9 Constructional Rationalization for Rib Constrained Shear Buckling II  Full Text: CiNii    1033-1034
22518 Study on reinforcing wall by adhesion bond and cotter : Part1. Direct Shear Test  Full Text: CiNii    1035-1036
22519 Study on Structural Performance of Shear Wall with Thinner Tubular Plates : Part1 Evaluation of Procedure Manufacturing Shear Wall with Thinner Tubular Plates  Full Text: CiNii    1037-1038
22520 Study on Structural Performance of Shear Wall with Thinner Tubular Plates : Part2 Structural Performance of Shear Wall Type with multi-unit Plates  Full Text: CiNii    1039-1040
22521 Study on Structural Performance of Shear Wall with Thinner Tubular Plates : Part3 Structural Performance of Shear Wall Type with Unified Plates  Full Text: CiNii    1041-1042
22522 Postbuckling Behavior of Rectangule Tubular Column under Shear Load  Full Text: CiNii    1043-1044
22523 Plastic deformation capacity of Shear panel damper  Full Text: CiNii    1045-1046
22524 Effecttiveness of Rigidity of Stiffeners on Shear Buckling Strength for Shear Panel Steel Damper  Full Text: CiNii    1047-1048
22525 Experimental Study on Structural Performance of Shear Panel Damper Under Fixed Vertical Displacement : Part 1 : Outlines of Tests and Test Results  Full Text: CiNii    1049-1050
22526 Experimental Study on Structural Performance of Shear Panel Damper Under Fixed Vertical Displacement : Part 2 : Estimation of Test Results  Full Text: CiNii    1051-1052
22527 Study on Dynamic Effect of Shear Panels with Low Yield Strength Steel : Part1 Outline and Result  Full Text: CiNii    1053-1054
22528 Study on Dynamic Effect of Shear Panels with Low Yield Strength Steel : Part2 Result and Study  Full Text: CiNii    1055-1056
22529 Hysteretic Behavior of Slitted Steel Shear Plate Dampers Stiffened by Panels : Part 1 : Development of Equivalent Plate Model  Full Text: CiNii    1057-1058
22530 Hysteretic Behavior of Slitted Steel Shear Plate Dampers Stiffened by Panels : Part 2 : Panel Stiffening Effect in Equivalent Plate Model  Full Text: CiNii    1059-1060
22531 Hysteretic Behavior of Slitted Steel Shear Plate Dampers Stiffened by Panels : Part 3 : Test Result and FEM Analysis  Full Text: CiNii    1061-1062
22532 Study of Mechanical Properties of Steel Shear Panel Wrapped by Polypropylene and Carbon Fiber Sheets  Full Text: CiNii    1063-1064
22533 Development studies on control rocking structures with fuses for cold-formed steel structures : Part1 : Experiments on hold down fasteners with fuse function  Full Text: CiNii    1065-1066
22534 FEM Analysis of Vibration Control System using Flexural Yielding Beams : Part.2 Effects of the middle distance between the nodal points of flexural yielding beams  Full Text: CiNii    1067-1068
22535 Development of Friction Slip Dampers Using High-tension Bolts : Part11 Outline and Unit Test of Advanced Friction Slip Damper with Double Shear Faces  Full Text: CiNii    1069-1070
22536 Development of Friction Slip Dampers Using High-tension Bolts : Part12 Outline and Unit Test of Advanced Friction Slip Damper with Fourfold Shear Faces  Full Text: CiNii    1071-1072
22537 Development of Friction Slip Dampers Using High-tension Bolts : Part13 Performance Confirmation Test of Full Scale Brace Type Advanced Friction Slip Damper  Full Text: CiNii    1073-1074
22538 Study on Development of Frictional Damping System by Sliding Block Attached near the Edge of Nonstructual Concrete Wall : Part 1. Horizontal Loading Test of Mortar Sliding Block  Full Text: CiNii    1075-1076
22539 Seismic Performance of Bending Plate Damper  Full Text: CiNii    1077-1078
22540 Fundamental Performances of Vibration Control System using Bending Yielding Studs : (Part2) Evaluation of Vibration Control System by Bending Sriffness  Full Text: CiNii    1079-1080
22541 Fundamental Performances of Vibration Control System using Bending Yielding Studs : (Part3) Deforming Behaviour under Cyclic Loading  Full Text: CiNii    1081-1082
22542 Full Scale Test of A New Aseismic Element with Trigger Mechanism : Part 1 Outline of Trigger System and Full Scale Test  Full Text: CiNii    1083-1084
22543 Full Scale Test of A New Aseismic Element with Trigger Mechanism : Part 2 Result of Test and Consideration  Full Text: CiNii    1085-1086
22544 A Development Research on Steel Tube with Fractal Honeycomb for high-rise building System : Part 6 Profile and Structural Planning  Full Text: CiNii    1087-1088
22545 A Development Research on Steel Tube with Fractal Honeycomb for high-rise building System : Part 7 Outline of the test on 1/4 model Specimen  Full Text: CiNii    1089-1090
22546 A Development Research on Steel Tube with Fractal Honeycomb for high-rise building System : Part 8 Test Result System Verification  Full Text: CiNii    1091-1092
22547 A Development Research on Steel Tube with Fractal Honeycomb for high-rise building System : Part 9 Analytical results of test specimen and test results  Full Text: CiNii    1093-1094
22548 Relationship between the Horizontal Load Sharing Ratio and Response Characteristics on Multi-Story Steel Frames Combined with Bracings under Strong Ground Motions : Part1, Forecast Method of Response Characteristics  Full Text: CiNii    1095-1096
22549 Relationship between the Horizontal Load Sharing Ratio and Response Characteristics on Multi-Story Steel Frames Combined with Bracings under Strong Ground Motions : Part2, The Result of Analysis  Full Text: CiNii    1097-1098
22550 Shaking Table Test of Hybrid Structures with Different Restoring Force Characteristic Element : Part 1 Static Loading Test and Outline of Shaking Table Test  Full Text: CiNii    1099-1100
22551 Shaking Table Test of Hybrid Structures with Different Restoring Force Characteristic Element : Part 2 Dynamic Characteristic of Hybrid Structures  Full Text: CiNii    1101-1102
22552 Shaking Table Test of Hybrid Structures with Different Restoring Force Characteristic Element : Part 3 Index Representing the Ductility (Ds) and Torsional Vibration  Full Text: CiNii    1103-1104
22553 Out-of-Plane and Torsional Deformation Capacity of Dry External Wall in Steel Structure  Full Text: CiNii    1105-1106
22554 Collapse Analyses of Steel Moment Frames Using SHS Columns Represented with Model of Degraded Behavior Because of L.ocal Buckling : Part. 1 Method of Analyses and Results for Pushover Analyses  Full Text: CiNii    1107-1108
22555 Collapse Analyses of Steel Moment Frames Using SHS Columns Represented with Model of Degraded Behavior Because of L.ocal Buckling : Part. 2 Analyses of Earthquake Responses and Consideration  Full Text: CiNii    1109-1110
22556 Comparsion of Three Dimensional Analyses to Plane Analyses on Full-scale Four Story Steel Structure  Full Text: CiNii    1111-1112
22557 Collapse Defonnation Capacity Evaluation of Steel Moment Resisting Frames with New Support Systems  Full Text: CiNii    1113-1114
22558 Collapse Behavior of Story-collapse Type Under Bi-Axial Excitation : Part 2 Fundermental Consideration on the Response Displacemant  Full Text: CiNii    1115-1116
22559 Prediction of PΔ-moment Subjected to Columns until Ultimate State by Earthquake Loads  Full Text: CiNii    1117-1118
22560 Analytical Study on a Steel Structure with Elastic-Hinge Joint System for Beam-To-Column Connections and Column Bases : Part 1. The Effect of the Variable Axial Force  Full Text: CiNii    1119-1120
22561 Analytical Study on a Steel Structure with Elastic-Hinge Joint System for Beam-To-Column Connections and Column Bases : Part 2. The Proposal of Elastic Hinge Joint with Asymmetrical Arrangement  Full Text: CiNii    1121-1122
22562 Calculation of Elastic Buckling Strength of Column in Steel Moment Frame under Horizontal Load  Full Text: CiNii    1123-1124
22563 A Column Overdesign Factors of Steel Moment-Resisting Frames Considering Randomness of Mechanical Properties : Part 1 Analytical Method and Occurance Rate of Total Collapse Mechanism  Full Text: CiNii    1125-1126
22564 A Column Overdesign Factors of Steel Moment-Resisting Frames Considering Randomness of Mechanical Properties : Part 2 Investigation of Column Overdesign Factor Based on the Viewpoint of Energy Absorption Capacity  Full Text: CiNii    1127-1128
22565 Distribution of residual stress of framed structures after strong motion : Part 2, In case of perfectly elastic plastic framed structure considering initial vertical loads  Full Text: CiNii    1129-1130
22566 Study on Vibration Control System with U-shaped Steel Dampers Based on Quasi-Linear Motion Mechanism : Part 3 : Plastic Collapse Load  Full Text: CiNii    1131-1132
22567 Study on Vibration Control System with U-shaped Steel Dampers Based on Quasi-Linear Motion Mechanism : Part 4 : Plastic Design of Frames  Full Text: CiNii    1133-1134
22568 Elasto-plastic Behavior of Beam-column Subassemblies with Wall-type Dampers : part 1. Test of Steel Beam-column Subassemblies with Wall-type Dampers  Full Text: CiNii    1135-1136
22569 Elasto-plastic Behavior of Beam-column Subassemblies with Wall-type Dampers : part 2. Proposal of Analytical Model Considering Effect of Wall-type Dampers  Full Text: CiNii    1137-1138
22570 Seismic Performance of High-strength Steel Frames with Energy Dissipation Damper : Part 1 Cumulative Cyclic Deformation Capacity of High-strength Steel Frames with Energy Dissipation Damper  Full Text: CiNii    1139-1140
22571 Seismic Performance of High-strength Steel Frames with Energy Dissipation Damper : Part 2 Cumulative Deformation Capacity of the Beam Ends Using High-strength Steel Subjected to Cyclic Bending Moment  Full Text: CiNii    1141-1142
22572 Static Elasto-Plastic Analysis on the In-plane Deformation of Steel Gymnasium's Roof  Full Text: CiNii    1143-1144
22573 Study on Seismic Damage of an Existing Steel Building Structure by the Niigataken Chuetsu-oki Earthquake in 2007 : Analysis by 3-D Flame Model  Full Text: CiNii    1145-1146
22574 The research for dynamic characteristics of multi-story steel parking building composed of skip floor  Full Text: CiNii    1147-1148
22575 A study for axial force of beams in steel frames with elasto-plastic dampers  Full Text: CiNii    1149-1150
22576 Optimum Column-to-Beam Strength Ratio of Steel Frames under Horisontal Bi-directional Ground Motions : Part1 : Earthquake Response  Full Text: CiNii    1151-1152
22577 Optimum Column-to-Beam Strength Ratio of Steel Frames under Horisontal Bi-directional Ground Motions : Part2 : Proposal of Optimum Value  Full Text: CiNii    1153-1154
22578 Study on Damage Process of Low-rise Steel Buildings in the Chuetsuoki Earthquake : Part 1 Building Damage  Full Text: CiNii    1155-1156
22579 Study on Damage Process of Low-rise Steel Buildings in the Chuetsuoki Earthquake : Part 2 Mechanical Properties of Column to Beam Joint (Behavior of Joint by Tensile Test)  Full Text: CiNii    1157-1158
22580 Study on Damage Process of Low-rise Steel Buildings in the Chuetsuoki Earthquake : Part 3 Mechanical Properties of Column to Beam Joint (Behavior of Joint by Cyclic Load Test)  Full Text: CiNii    1159-1160
22581 Study on Damage Process of Low-rise Steel Buildings in the Chuetsuoki Earthquake : Part 4 Evaluation Parameters of Damaged Structural Condition  Full Text: CiNii    1161-1162
22582 Study on Damage Process of Low-rise Steel Buildings in the Chuetsuoki Earthquake : Part 5 Response Analysis of J Building  Full Text: CiNii    1163-1164
22583 Study on Damage Process of Low-rise Steel Buildings in the Chuetsuoki Earthquake : Part 6 Response Analysis of A Building  Full Text: CiNii    1165-1166
22584 Seismic Energy Response of Steel Frames with Uplift Columns by 3-D Shaking Table Tests : Part1 Overview of Tests and Seismic Energy Response of Fixed-base Frames  Full Text: CiNii    1167-1168
22585 Seismic Energy Response of Steel Frames with Uplift Columns by 3-D Shaking Table Tests : Part2 Seismic Energy Response of Uplift-base Frames and Effects of Impact at Column-base Landing  Full Text: CiNii    1169-1170
22586 Shaking teble test of 2-storys-1-bay portal frame with Z-type non-compression brace  Full Text: CiNii    1171-1172
22587 Seismic-responce analysis on Z-type non-compression brace frame  Full Text: CiNii    1173-1174
22588 Numerical modeling of high-rise steel structures subjected to long period earthquakes  Full Text: CiNii    1175-1176
22589 Yield Surface and Seismic Response of Single-story Unsymmetric Steel Building with Braces  Full Text: CiNii    1177-1178
22590 Development of floor slab system isolated steel structure in consideration of easy detachment : Part 2 Earthquake response prediction method in linear range of single-story steel structure based on energy-balance  Full Text: CiNii    1179-1180
22591 Development of Steel Frame with Distributed Beam End Dampers : Part1. Outline of The Structure and Experimental Test  Full Text: CiNii    1181-1182
22592 Development of Steel Frame with Distributed Beam End Dampers : Part2 Experimental Results  Full Text: CiNii    1183-1184
22593 Development of Steel Frame with Distributed Beam End Dampers : Part3 Earthquake Response Analysis  Full Text: CiNii    1185-1186
22594 Application in Suspension Stnucture of Damper Cables  Full Text: CiNii    1187-1188
22595 Reuse verification of sustainable building structure through trial construction (Part 1)  Full Text: CiNii    1189-1190
22596 Reuse verification of sustainable building structure through trial construction (Part 2)  Full Text: CiNii    1191-1192
22597 Seismic response and reinforcement method of existing non-conformed steel builthngs using STKR columns : Part 1 Practical investigation on STKR columns and existing non-conformed steel buildings  Full Text: CiNii    1193-1194
22598 Seismic response and reinforcement method of existing non-conformed steel builthngs using STKR columns : Part 2 Seismic response evaluation of existing non-conformed buildings adapting three-dimensional analysis  Full Text: CiNii    1195-1196
22599 Seismic response and reinforcement method of existing non-conformed steel builthngs using STKR columns : Part 3 Seismic response of existing non-conformed buildings by plane-frame analysis  Full Text: CiNii    1197-1198
22600 Seismic response and reinforcement method of existing non-conformed steel buildings using STKR columns : Part 4 : Study on plastic deformation capacity of STKR columns  Full Text: CiNii    1199-1200
22601 Seismic response and reinforcement method of existing non-conformed steel buildings using STKR columns : Part 5 : Experimental study on effects of reinforcement with concrete material for STKR column  Full Text: CiNii    1201-1202
22602 Seismic response and reinforcement method of existing non-conformed steel buildings using STKR columns : Part 6 : Experimental study on effect of reinforcement with steel plates for STKR-column  Full Text: CiNii    1203-1204
22603 Seismic response and reinforcement method of existing non-conformed steel buildings using STKR columns : Part 7 : Experimental study on effect of reinforcement with steel angles for STKR column  Full Text: CiNii    1205-1206
22603 Seismic response and reinforcement method of existing non-conformed steel buildings using STKR columns : Part 8 : Seismic design method of existing steel buildings using STKC columns  Full Text: CiNii    1207-1208
22605 Experimental Study on the Confined Effect in Axial Compressive Strength of Circular CFT Stubs  Full Text: CiNii    1209-1210
22606 Effects of Expansive Admixture or Introducing Pre-Compression Before Hardening of Concrete on Compressive Properties of CFT Columns : Part 1. Preparatory Experiments  Full Text: CiNii    1211-1212
22606 Effects of Expansive Admixture or Introducing Pre-Compression Before Hardening of Concrete on Compressive Properties of CFT Columns : Part 2. Main experiments  Full Text: CiNii    1213-1214
22608 Study on the curvature at the superposed strength and at the elastic limit strength of the square CFT column sections  Full Text: CiNii    1215-1216
22609 Development of Analytical Element Model for CFT Structual Members Considering Strength Deterioration  Full Text: CiNii    1217-1218
22610 Shearing Behavior of Circular CFT Short Columns under Cyclic Lateral Force and Constant Axial Force  Full Text: CiNii    1219-1220
22611 Study on Structural Performance of Oval CFT Column : Part 1 Strength Formula  Full Text: CiNii    1221-1222
22612 Study on Structural Performance of Oval CFT Column : Part 2 Experimental Study  Full Text: CiNii    1223-1224
22613 Seismic Performance of Long Concrete Filled Steel Tube Columns : Part 1 : Outline of Experiment  Full Text: CiNii    1225-1226
22614 Seismic Performance of Long Concrete Filled Steel Tube Columns : Part 2 : Influence of Axial Force Ratio  Full Text: CiNii    1227-1228
22615 Seismic Performance of Long Concrete Filled Steel Tube Columns : Part 3 : Influence of Concrerte Strength  Full Text: CiNii    1229-1230
22616 Seismic Performance of Long Concrete Filled Steel Tube Columns : Part 4 : Influence of Column Joint  Full Text: CiNii    1231-1232
22617 Static Behavior of Concrete-Filled Circular Steel-Tubular Columns including Reinforcing Steel Bars  Full Text: CiNii    1233-1234
22618 Experimental Study on Concrete-Filled Square Steel Tube Columns including Reinforcing Bars  Full Text: CiNii    1235-1236
22619 Pure Bending Test on Concrete Filled Steel Tube with Built-in High Strength Reinforcement (CFTR) Column Joint : Part1 Experiment Plan, The M-θ Relationship, Failure Mode  Full Text: CiNii    1237-1238
22619 Pure Bending Test on Concrete Filled Steel Tube with Built-in High Strength Reinforcement (CFTR) Column Joint : Part2 Strain Properties, Bending Strength  Full Text: CiNii    1239-1240
22621 Experimental study on mechanical behavior of square CFT column base with built-in reinforcements : Part1. Outline of the experiment  Full Text: CiNii    1241-1242
22622 Experimental study on mechanical behavior of square CFT column base with built-in reinforcements : Part3. Bending moment and failure mode  Full Text: CiNii    1243-1244
22623 Experimental Study on Structural Behaviors of Connections with Eccentricity between Concrete Filled Square Tubular Steel Column and Steel Beam : Part 8, Frame Experiment with Beam Eccentricity e/D = 0.34  Full Text: CiNii    1245-1246
22624 Experimental Research on Concrete Filled Steel Tubular Columns using Concrete of Slump 21 cm : Part7 Discussion on Structural Performance of Connections with Wide Air Holes between Concrete Filled Square Tubular Steel Column and Steel Beam  Full Text: CiNii    1247-1248
22625 Experimental Study on Flexural Strength of Beam Web to Concrete Filled Square Steel Tubular Column Joints Effect of the depth-thickness ratio of the steel tube  Full Text: CiNii    1249-1250
22626 Damage of CFT Frame under Strong Ground Motion : Part 6. Elongation at Fracture of Welded H-Section Beam  Full Text: CiNii    1251-1252
22627 Comparisons between Performances of CFT Columns and TRC Columns in Composite Structures  Full Text: CiNii    1253-1254
22628 Development of Seismic Retrofitting Method of Outer Frame Type Utilizing CES Structural System : Part 1 : Static Test on One Bay-One Story Frame : An Outline of Test  Full Text: CiNii    1255-1256
22629 Development of Seismic Retrofitting Method of Outer Frame Type Utilizing CES Structural System : Part 2 : Static Test on One Bay-One Story Frame : Test Results  Full Text: CiNii    1257-1258
22630 Structural Performance of RC Columns Retrofitted by Additional CES Columns : (Part1) Outline of Test and Failure Mode  Full Text: CiNii    1259-1260
22631 Structural Performance of RC Columns Retrofitted by Additional CES Columns : (Part2) Shear Displacement Response and Strength Evaluation  Full Text: CiNii    1261-1262
22632 Structural Renewal of Existing Reinforced Concrete Building by Addition of Steel Frame System  Full Text: CiNii    1263-1264
22633 The Experimental Study on Behavior of Damaged SRC Beam-columns with Open-web Type of Lattice Plates after Retrofitting  Full Text: CiNii    1265-1266
22634 Development of Reinforcing for the Joint of H-shaped steel Brace  Full Text: CiNii    1267-1268
22635 Cyclic Loading Test on Steel Deck Plate Shear wall Retrofitted by Hybrid Connection Technique  Full Text: CiNii    1269-1270
22636 A Project of Retrofit by Steel Plate Wall : Former Shimonoseki Telephone Office  Full Text: CiNii    1271-1272
22637 Shear Test of bonded anchor at Reinforced Concrete Structure  Full Text: CiNii    1273-1274
22638 Structural Performance of Hybrid Steel Beams with the Ends Reinforced by Concrete Connected to RC Column : Part 6 : Effects of Length of RC Beam Ends  Full Text: CiNii    1275-1276
22639 Structural Performance of Hybrid Steel Beams with the Ends Reinforced by Concrete Connected to RC Column : Part 7 : Effects of Steel Plate as Shear Reinforcement, and Definition of Shear Transfer Index  Full Text: CiNii    1277-1278
22640 Structural Performance of Hybrid Steel Beams with the Ends Reinforced by Concrete Connected to RC Column : Part 8 : Effects of PC bars  Full Text: CiNii    1279-1280
22641 Structural Performance of Hybrid Steel Beams with the Ends Reinforced by Concrete Connected to RC Column : Part 9 : Effects of Initially Prestressing Force  Full Text: CiNii    1281-1282
22642 Structural Performance of Hybrid Steel Beams with the Ends Reinforced by Concrete Connected to RC Column : Part 10 : Effects of PC bars without prestressing  Full Text: CiNii    1283-1284
22643 Structural Performance of Hybrid Steel Beams with the Ends Reinforced by Concrete Connected to RC Column : Part 11 : Effects of Post-tensioned Connection by Unbonded PC bars  Full Text: CiNii    1285-1286
22644 Experimental Study on RC Beam with H-shaped Steel in the Center of Span : Part3 Deformation Behavior and Stresses of Boundary Plates  Full Text: CiNii    1287-1288
22645 Experimental Study on Combined Beams consist of P.C. and Steel Member : Part2. The evaluation approach of bending strength of the end plate joint part  Full Text: CiNii    1289-1290
22646 Experimental Study on Combined Beams consist of P.C. and Steel Member : Part3. Loading Tests of Combined Beams  Full Text: CiNii    1291-1292
22647 Experimental Study on Combined Beams consist of P.C. and Steel Member : Part4. Frictional strength of beam-column joints assembled by post tensioning  Full Text: CiNii    1293-1294
22648 Experimental Study On Joint Shear Strength of Beam embedded Steel into Reinforced Concrete : Part. 1 effect of end-plate  Full Text: CiNii    1295-1296
22649 Experimental Study On Joint Shear Strength of Beam embedded Steel Structure into Reinforced Concrete : part .2 Length of embedded Steel  Full Text: CiNii    1297-1298
22650 Failure behavior of joint connected steel member with perforated flange with reinforced concrete member in series  Full Text: CiNii    1299-1300
22651 Experimental Study on S-beam to RC-column Hybrid-structure using High Strength Materials : Part 1 Outline of Experiments and Test Results  Full Text: CiNii    1301-1302
22652 Experimental Study on S-beam to RC-column Hybrid-structure using High Strength Materials : Part 1 Comparison of Calculated Value and Test Results  Full Text: CiNii    1303-1304
22653 Experimental Study on Sub-assemblage of Steel Beams and Reinforced concrete columns : Part 3 Discussion on Super High-strength Type  Full Text: CiNii    1305-1306
22654 Structural Performance of Eccentric Beam-Column Joints Composed of Reinforced Concrete Columns and Steel Beams : Part 1 Outline of Experiment  Full Text: CiNii    1307-1308
22655 Structural Performance of Eccentric Beam-Column Joints Composed of Reinforced Concrete Columns and Steel Beams : Part 2 Evaluation of Stiffness and Strength  Full Text: CiNii    1309-1310
22656 Experimental Study on Composite Beam-RC Column Joints  Full Text: CiNii    1311-1312
22657 Investigation of Anchorage of Column Main Bar in T/L shaped S-Beam to RC-Column Connectoin : Part 1 : Outline of Specimen  Full Text: CiNii    1313-1314
22658 Investigation of Anchorage of Column Main Bar in T/L shaped S-Beam to RC-Column Connectoin : Part 2 : Investigation Results  Full Text: CiNii    1315-1316
22659 Non-linear Analysis on Behavior of RC-column and S-beam Sub-assemblage considered Detachment of Steel and Concrete : Part1 : Analytical Models and Detachment Test  Full Text: CiNii    1317-1318
22660 Non-linear Analysis on Behavior of RC-column and S-beam Sub-assemblage considered Detachment of Steel and Concrete : Part2 : Result and Considerations  Full Text: CiNii    1319-1320
22661 Seismic Behavior of Hybrid Structure Composed CFT-Column and SRC-Beam : (Part7) Effects on the Thickness of Column Tube on Simple Beam Test  Full Text: CiNii    1321-1322
22662 Resistance mechanism of outer panel based on torsional moment between inner panel and outer panel on steel beams-reinforced concrete column joint  Full Text: CiNii    1323-1324
22663 Predictions on strength of interior steel beams : reinforced concrete column joint with transverse beams  Full Text: CiNii    1325-1326
22664 Experimental study on stress transferring mechanisms of S beam-SC column joints (part.2)  Full Text: CiNii    1327-1328
22665 Stress transferring mechanism of joint connected S member with RC member using anchor bolt (Part. 7)  Full Text: CiNii    1329-1330
22666 Experimental study of reinforced concrete beam and steel sub-beams using deformed bar anchor bolts  Full Text: CiNii    1331-1332
22667 Experimental Study on Shear Failure of RC members with Perforated-bond Plate Part4  Full Text: CiNii    1333-1334
22668 Tensile behavior of Perfobond Strip (part4)  Full Text: CiNii    1335-1336
22669 Tensile behavior of Perfobond Strip (part5)  Full Text: CiNii    1337-1338
22670 Improvement of Bearing Failure Behavior of S Beam - RC Column Joint with Perfobond Plate Connector (Part 1)  Full Text: CiNii    1339-1340
22671 Improvement of Bearing Failure Behavior of S Beam - RC Column Joint with Perfobond Plate Connector (Part 2)  Full Text: CiNii    1341-1342
22672 Improvement of Bearing Failure Behavior of S Beam - RC Column Joint with Perfobond Plate Connector (Part 3)  Full Text: CiNii    1343-1344
22673 Research of strength and deformation performance of SRC columns subjected to compression  Full Text: CiNii    1345-1346
22674 Research of strength and deformation performance of SRC columns subjected to compression  Full Text: CiNii    1347-1348
22675 A study on confined effect of concrete confined by encased sttel for SRC  Full Text: CiNii    1349-1350
22676 Study on structural performance of Steel Reinforced Concrete column investigation of state of damage limit  Full Text: CiNii    1351-1352
22677 Strength of a Composite Beam-Column of Non-Symmetric Cross Section (Part 1)  Full Text: CiNii    1353-1354
22678 Strength of a Composite Beam-Column of Non-Symmetric Cross Section (Part 2)  Full Text: CiNii    1355-1356
22679 Strength of a Composite Beam-Column of Non-Symmetric Cross Section (Part 3)  Full Text: CiNii    1357-1358
22680 Seismic Behavior of Reinforced Concrete Covered CFT Structural Elements : Part1. Performance of Columns  Full Text: CiNii    1359-1360
22681 Seismic Behavior of Reinforced Concrete Covered CFT Structural Elements : Part2. Performance of Steel Beac-Column Joints  Full Text: CiNii    1361-1362
22682 Study on Stress-Strain Relationship of concrete on steel concrete compsite calunin  Full Text: CiNii    1363-1364
22683 Axial Compression Tests of Composite columns using Recycled Aggregate Concrete : (Part. 1) : Outline of Test Program  Full Text: CiNii    1365-1366
22684 Axial Compression Tests of Composite columns using Recycled Aggregate Concrete : (Part. 2) : Test Result of Composite Members  Full Text: CiNii    1367-1368
22685 Mechanical characteristics of steel hybrid column with PCa wing walls  Full Text: CiNii    1369-1370
22686 Experimental Study on Effect of Welding Wire Mesh on Seismic Performance of Steel Concrete Colunm : Part1 : Test Program and Behavior of Failure  Full Text: CiNii    1371-1372
22687 Experimental Study on Effect of Welding Wire Mesh on Seismic Performance of Steel Concrete Colunm : Part2 : Shear-Displacement Relation and Shear Strength  Full Text: CiNii    1373-1374
22688 Study on Structural Perfomiance of EWECS Columns : (Part I) Experimental Program of EWECS Columns  Full Text: CiNii    1375-1376
22689 Study on Structural Perfomiance of EWECS Columns : (Part II) Experimental Results of EWECS Columns  Full Text: CiNii    1377-1378
22690 Strength Properties of EWECS Membars using Glued Laminated Timber by Japan Cedar : Part 1. Test Outline of Beam-Column Joints  Full Text: CiNii    1379-1380
22691 Strength Properties of EWECS Membars using Glued Laminated Timber by Japan Cedar : Part 2. Test Result of Beam-Column Joints  Full Text: CiNii    1381-1382
22692 Bending Test of Composite Beam Using H-SA700A High Strength Steel  Full Text: CiNii    1383-1384
22693 Long Term Deflection of Composite Steel Deck Slabs with Small Openings made during Service Period of Buildings  Full Text: CiNii    1385-1386
22694 A study on structure performance of CES shear walls : (Part1) Effects of anchorage condition of wall reinforcement on seismic performance : Outline of Static Test and Failure Mode  Full Text: CiNii    1387-1388
22695 A study on structure performance of CES shear walls : (Part2) Effects of anchorage condition of wall reinforcement on seismic performance : hysteric characteristics and strength evaluation  Full Text: CiNii    1389-1390
22696 Structural Behavior on Steel Plate Reinforced Concrete Structure under High Temperature : Part 3 Consideration of Buckling Test Results under High Temperature  Full Text: CiNii    1391-1392
22697 Elastic-Plastic Behavior of Hybrid Structure frame of composite column and steel beam with Brace  Full Text: CiNii    1393-1394
22698 Behavior of Reinforced Concrete Core Wall-Perimeter Steel Frame Hybrid Structure under Dynamic and Static Analysis  Full Text: CiNii    1395-1396
22699 Development for Self-Centering Structure composed of SC columns and Steel beams : Part 1. Outline of experiment  Full Text: CiNii    1397-1398
22700 Development for Self-Centering Structure Composed of SC colums and Steel beams : Part 2. Test Results  Full Text: CiNii    1399-1400
22701 Development of Productive System Utilizing Steel Beam-Precast PRC Pile : Part1 Outline of Structure System and Compression Experiment  Full Text: CiNii    1401-1402
22702 Development of productive system utilizing steel beam-precast PRC pile : part2 : Test resurts and strength evaluation  Full Text: CiNii    1403-1404
22703 Development of Productive System Utilizing Steel Beam-Precast PRC Pile Part3 : Structural Experiment of T-shaped Frame and Design Method  Full Text: CiNii    1405-1406
22704 An Analytical Study on Seismic Performance of Double Tube System Structure with EDSWs  Full Text: CiNii    1407-1408
22705 An Analytical Study on Seismic Performance of Double Tube System Structure with EDSWs  Full Text: CiNii    1409-1410
22706 A Study on the Vibration Control with Viscoelastic Damper between the Expasion Joint Part of the Multistory Frame  Full Text: CiNii    1411-1412
22707 Earthquake Response Analysis of Coupled Vibration Control Model using Viscoelastic Dampers  Full Text: CiNii    1413-1414
22708 Study on a Static Method for the Quantification of the Necessary Damping Effect of Hysteritic Dampers  Full Text: CiNii    1415-1416
22709 A study on seismic retrofitting and upgrading of multi-story horizontally mixed structures : Part 3, Effects of dynamic behavior of connection between existing structure and its extension  Full Text: CiNii    1417-1418
裏表紙  Full Text: CiNii