Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall 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-A13
複写される方へ  Full Text: CiNii    A14
奥付  Full Text: CiNii    A14
23001 Study on High Strength Concrete with Ionization Calcium Water Solution by Non-burning Oyster Shells : Compressive Strength and Unit Quantity of Calcium Carbonate  Full Text: CiNii    1-2
23002 Study on Material Characterization of Concrete and Its Dynamic Behavior under Impact Loading : Part1 Literature Survey on Material Characterization of Concrete and The Influence of Strain Rate on Concrete under Dynamic Loading  Full Text: CiNii    3-4
23003 Study on Material Characterization of Concrete and Its Dynamic Behavior under Impact Loading : Part2 Calculation of Strain Rate Effect on Specimen Subject to Falling-Weight Method Impact Test  Full Text: CiNii    5-6
23004 A statistical investigation on the strength of concrete in existing RC structures  Full Text: CiNii    7-8
23005 Relation between the Young's Modulus and the Strength of Concrete Core  Full Text: CiNii    9-10
23006 Fracture analysis of concrete strength test by 3D-DEM  Full Text: CiNii    11-12
23007 An Experimental Study on Strain Softening Characteristics of Concrete Subjected to Uniaxial Compression : Part 1:Outline of Experiment and Experimental Results  Full Text: CiNii    13-14
23008 An Experimental Study on Strain Softening Characteristics of Concrete Subjected to Uniaxial Compression : Part 2: Discussion on Compressive Strain Softening Characteristics  Full Text: CiNii    15-16
23009 Crack Width Analysis Using Smeared-Crack-Based Finite Element Method : Part 7:Strategy to Mesh-Division Dependency  Full Text: CiNii    17-18
23010 Evaluation on Load-Deformation Relations of Reinforced Concrete Column with Wing Walls using Parallel Cumulative ASFI Model  Full Text: CiNii    19-20
23011 FE Analysis of Compressive Behavior of Ultra-High Strength Reinforced Concrete Column under Long-Term High Axial Force  Full Text: CiNii    21-22
23012 Three-Dimensional Finite Element Analysis of RC Beams subjected to Many Cyclic Loads  Full Text: CiNii    23-24
23013 Performance Evaluation of RC Frames Strengthened with Steel Braces and Modeling of its Restoring Force Characteristics : (Part1)Construction of Basic FE Model  Full Text: CiNii    25-26
23014 Performance Evaluation of RC Frames Strengthened with Steel Braces and Modeling of its Restoring Force Characteristics : (Part2) Restoring Force Characteristics of RC Frames with Reinforcement Joint by Anchoring Method  Full Text: CiNii    27-28
23015 Performance Evaluation of RC Frames Strengthened with Steel Braces and Modeling of its Restoring Force Characteristics : (Part3) Restoring Force Characteristic of RC Frames with Reinforcement Joint by Bonding Method  Full Text: CiNii    29-30
23016 Seismic Capacity Evaluation of RC Model Structures with Eccentricity including Inelastic Torsional Behavior : (Part1) Parametric Studies on Torsional Behavior of Model Structures by 3-D FEM  Full Text: CiNii    31-32
23017 Seismic Capacity Evaluation of RC Model Structures with Eccentricity including Inelastic Torsional Behavior : (Part2) Evaluation Method of Torsional Angle based on Assumed Restoring Force Characteristics  Full Text: CiNii    33-34
23018 Seismic Capacity Evaluation of RC Model Structures with Eccentricity including Inelastic Torsional Behavior : (Part3) Verification of Proposed Method and Evaluation of Seismic Capacity  Full Text: CiNii    35-36
23019 An Experimental Study on Influence of Splice Defection on Structural Performance of RC Member : Part3:Outline and Result of Cyclic Shear Bending Test with Strain Measurement and Difference in Shear Span Ratio  Full Text: CiNii    37-38
23020 An Experimental Study on Influence of Splice Defection on Structural Performance of RC Member : Part4:Strain and Stress Distribution of Main Bars  Full Text: CiNii    39-40
23021 An Experimental Study on Influence of Splice Defection on Structural Performance of RC Member : Part5:A Proposal of Stress Transfer Model  Full Text: CiNii    41-42
23022 A bending test of the RC beam used mechanical lap joint  Full Text: CiNii    43-44
23023 A Study on The Cracks Dispersible Performance of Reinforcing Materials for R/C Member  Full Text: CiNii    45-46
23024 Analytical estimation of beam-yielding mechanism compared with observed earthquake damages to an existing three-story school building  Full Text: CiNii    47-50
23025 A Study on Horizontal Load-carrying Capacity of RC Buildings with Unyielding Story : Part1:Estimation of Stress and Collapse Mechanism for Frame Structures  Full Text: CiNii    51-54
23026 A Study on Pile Foundation Model for Seismic Performance Evaluation of RC Buildings : Part 1. Influence of Stress and Deformation to Footing Beam in Monotonic Analysis Model and Single Pile Model  Full Text: CiNii    55-58
23027 Seismic Performance of Reinforced Concrete Column with Wing Walls Using High Strength Materials : Effects of Wall Thickness, Shear Reinforcement Ratio and Column Location  Full Text: CiNii    59-62
23028 Evaluation on Structure Performance of R/C Columns with Thin Wing Walls : Part.1 Shear Behavior  Full Text: CiNii    63-66
23029 Evaluation on Structure Performance of R/C Columns with thin wing walls : Part.2 Evaluation of Shear Deformation  Full Text: CiNii    67-70
23030 Structural Performance of RC Shear Walls with Multi-Openings : Part6 Effect of Openings Arrangement and layout on Failure Modes  Full Text: CiNii    71-74
23031 Flexural Deformation Capacity of RC Wall with One Side Column : Part 1 Bending Behavior of Seismic Wall  Full Text: CiNii    75-78
23032 Flexural Deformation Capacity of RC Wall with One Side Column : Part 2 Ultimate Deformation after Flexural Yielding  Full Text: CiNii    79-82
23033 Shear Strength of RC Walls with and without Boundary Columns : Part2. Detailed Experimental Result and Strength Formula  Full Text: CiNii    83-86
23034 Shear Strength of RC Walls with and without Boundary Columns : Part 3.FEM Analyses  Full Text: CiNii    87-90
23035 An experimental study on performance of RC beams with spandrel walls : part2:Studies on deformation capacity and flexural strength of RC beams with spandrel walls  Full Text: CiNii    91-94
23036 An experimental study on performance of RC beams with spandrel walls : part3:Test result of RC beams with spandrel walls that have structural slit at both ends  Full Text: CiNii    95-98
23037 Bond Properties of Reinforcing Bars in ECM Cement Concrete  Full Text: CiNii    99-100
23038 Bond Behavior of Reinforced Concrete under Cyclic Load : Part3 Modification of Bond Stress - Slip Model  Full Text: CiNii    101-102
23039 Anchorage of Beam Rebars on RC Beam-column Knee Joint with Stub  Full Text: CiNii    103-104
23040 Bond Strength between Low Strength Concrete and Plain Bar : Part I Bond Strength of Plain Bar  Full Text: CiNii    105-106
23041 Bond Strength between Low Strength Concrete and Plain Bar : Part II Strengthening Effect of Epoxy Resin Injection  Full Text: CiNii    107-108
23042 Development of Construction Methods for the Middle Low-Rise RC Buildings : Part I:The summary of Anchor method using the reinforcing bar with end plate  Full Text: CiNii    109-110
23043 Development of Construction Methods for the Middle Low-Rise RC Buildings : Part II:Test Program and Behavior of Failure of Flame Test  Full Text: CiNii    111-112
23044 Development of Construction Methods for the Middle Low-Rise RC Buildings : PartIII:Test Result and Consideration of Flame Test  Full Text: CiNii    113-114
23045 Study on Bond Splitting Behavior of SHCC Beam : Part 1:Bond splitting test for cantilever type specimens  Full Text: CiNii    115-116
23046 Study on Bond Splitting Behavior of SHCC Beam : Part 2:Bond splitting test for local bond behavior  Full Text: CiNii    117-118
23047 Bond Behavior of Mechanical Joint for Reinforcing Bar  Full Text: CiNii    119-120
23048 Influence of Presence of Mechanical Splice on Bond Behavior of Main Re-bar in RC Beam  Full Text: CiNii    121-122
23049 Bond Capacities of Mortar Grouted Sleeve Joint  Full Text: CiNii    123-124
23050 Experimental Study on Beam-to-Column Exterior Joints using Normal-strength Material and Thin Precast Concrete Shells : Part 1 Overview of Test Plans and Results  Full Text: CiNii    125-126
23051 Experimental Study on Beam-to-Column Exterior Joints using Normal-strength Material and Thin Precast Concrete Shells : Part 2 Embedding Behavior of Beam Rebars within a Joint  Full Text: CiNii    127-128
23052 Consideration on Size Effect of Shear Strength for RC Members  Full Text: CiNii    129-130
23053 Experimental study for shear transfer of variable controlled displacement-path across cracked concrete : Concrete compressive strength Fc:65 Mpa  Full Text: CiNii    131-132
23054 Shear Failure Tests of RC Columns Externally Retrofitted by PC Bar Prestressing  Full Text: CiNii    133-134
23055 Design Method for Preventing Brittle Failure of Edge Columns of Energy Dissipation Structural Walls  Full Text: CiNii    135-136
23056 Punching Shear Behavior of Short Columns Reinforced by Square Steel Tube Subjected to Monotonic Lateral Force and Constant Axial Force : Part 1. Overview of Experiment  Full Text: CiNii    137-138
23057 Punching Shear Behavior of Short Columns Reinforced by Square Steel Tube Subjected to Monotonic Lateral Force and Constant Axial Force : Part2. Experimental Results  Full Text: CiNii    139-140
23058 Experimental Study on Post-installed Diagonal Anchor : Part 1 Test Plan of Indirect Connection  Full Text: CiNii    141-142
23059 Experimental Study on Post-installed Diagonal Anchor : Part 2 Shear Strength of Indirect Connection  Full Text: CiNii    143-144
23060 Study on anchorring main reinforcement of additional beam to existing member  Full Text: CiNii    145-146
23061 Experimental study to confirm the performance of Post-installed Anchor that uses core drill method. : Part1. Test of bond strength that uses Low noise type capsule anchor.  Full Text: CiNii    147-148
23062 Experimental study to confirm the performance of Post-installed Anchor that uses core drill method. : Part2. Test of bond strength that uses Injection type anchor.  Full Text: CiNii    149-150
23063 Experimental study to confirm the performance of Post-installed Anchor that uses core drill method. : Part3. Tension test of Injection type anchor with the different different for boring.  Full Text: CiNii    151-152
23064 Experimental study to confirm the performance of Post-installed Anchor that uses core drill method. : Part4. Proposition of standard construction procedure for Injection type anchor method.  Full Text: CiNii    153-154
23065 Study on the Shear Strength of the High Performance Post-Installed Anchor : Part1. Outline and Result of Shear Test  Full Text: CiNii    155-156
23066 Study on the Shear Strength of the High Performance Post-Installed Anchor : Part2. Evaluation of Shear Strength  Full Text: CiNii    157-158
23067 Study on the Shear Strength of Work Joint with the High Performance Post-Installed Anchor : Part1. Outline of Shear Test  Full Text: CiNii    159-160
23068 Study on the Shear Strength of Work Joint with the High Performance Post-Installed Anchor : Part2. Result of Shear Test and Evaluation Strength Performance  Full Text: CiNii    161-162
23069 Novel Disc Anchor Expected High-shear Strength : Part.1 The circumstances of development, and the outline of a novel disc anchor  Full Text: CiNii    163-164
23070 Novel Disc Anchor Expected High-shear Strength : Part. 2 Test plan to figure out structural property of novel disc anchor  Full Text: CiNii    165-166
23071 Novel Disc Anchor Expected High-shear Strength : Part. 3 Results of double shear test and indirect conection test  Full Text: CiNii    167-168
23072 Novel Disc Anchor Expected High-shear Strength : Part.4 Discussion on Shear Strength Evaluation  Full Text: CiNii    169-170
23073 Hysteretic Damping of Flexural Yielding RC Beam under Random Cyclic Loading  Full Text: CiNii    171-172
23074 Experimental Study of RC Beams and Width of Shear Crack  Full Text: CiNii    173-174
23075 Ultimate Shear Strength and Collapse Behavior of Reinforced Concrete Beams  Full Text: CiNii    175-176
23076 Experimental Study on Reinforced Concrete Beams with Prefabricated Reinforcing Bar  Full Text: CiNii    177-178
23077 Structure Performance of RC footing beam with longitudinal reinforcement used high strength reinforcing steel  Full Text: CiNii    179-180
23078 Experimental Study on Shear Strength of RC Footing Beams with Singly Arranged Reinforcing Bars  Full Text: CiNii    181-182
23079 Structural Performance of RC Beams Using SD490 and 785 N/mm^2 Shear Reinforcements. : Part1:Outline of Experiment  Full Text: CiNii    183-184
23080 Structural Performance of RC Beams Using SD490 and 785 N/mm^2 Shear Reinforcements. : Part2:Ultimate Strength and Deformation Capacity  Full Text: CiNii    185-186
23081 Structural Performance of RC Beams Using SD490 and 785 N/mm^2 Shear Reinforcements. : Part 3:Shear Crack Width at Allowable Stress for Short-Term Load  Full Text: CiNii    187-188
23082 Structural Performance of RC Beam Influenced by Bar Arrangement of Shear Reinforcement. : Development of High Strength Shear Reinforcing Bars.  Full Text: CiNii    189-190
23083 Shear Failure after Flexural Yielding of RC Beam : Part1.Outline of Experimental Study  Full Text: CiNii    191-192
23084 Shear Failure after Flexural Yielding of RC Beam : Part2. Examination and consideration  Full Text: CiNii    193-194
23085 A Study on Reparability Performance of RC Beams with Hinge Isolated Structure System : Part1 Outline of Experiments  Full Text: CiNii    195-196
23086 A Study on Reparability Performance of RC Beams with Hinge Isolated Structure System : Part2 Discussion of Test Results  Full Text: CiNii    197-198
23087 Experiment on Controlling Residual Deformation and Damage of R/C Girder Shocked after Earthquake : Part I Purpose and Outline of Experiment  Full Text: CiNii    199-200
23088 Experiment on Controlling Residual Deformation and Damage of R/C Girder Shocked after Earthquake : part II Energy Absorption and Controlling Damage  Full Text: CiNii    201-202
23089 Experiment on Controlling Residual Deformation and Damage of R/C Girder Shocked after Earthquake : Part III Deformation Mechanism and Resistance Mode of Main Reinforcement  Full Text: CiNii    203-204
23090 Experimental Study on Structural Performance of Pre-cast Beam Joint at the Center of Span : Part 4 Evaluation of Maximum Strength the Pre-cast Beam Joint  Full Text: CiNii    205-206
23091 Experimental Study on Precast Reinforced Concrete Beams with an Opening Reinforced by K-shaped Deformed Bar.  Full Text: CiNii    207-208
23092 Structural Performance of RC-Steel Hybrid Beam : Part I:Outline of Experimental Test  Full Text: CiNii    209-210
23093 Structural Performance of RC-Steel Hybrid Beam : Part II:Discussion of the Test Results  Full Text: CiNii    211-212
23094 Influence of Cyclic Loading on Flexural Behavior of Steel-Reinforced ECC Members  Full Text: CiNii    213-214
23095 Structural Experiment of Reinforced Beams Using Strain-Hardening Cementitious Composites : Part 2 Relationship between Safety Margin of Shear Strength and Deformation Capacity  Full Text: CiNii    215-216
23096 Study on the Deformation Performance and Crack Properties of RC Perforate Beams  Full Text: CiNii    217-218
23097 Effect of Reinforcement Arrangement on Shear Behaviors of Reinforced Concrete Beams with Opening  Full Text: CiNii    219-220
23098 An Experimental Study on Shear Strength of Reinforced Concrete Beam with Deficient Section  Full Text: CiNii    221-222
23099 Structural performance of RC footing beam with prefabricated reinforcing unit having stirrup with 225°Shear reinforcement bar : Part2 Shear Test Results and Evaluation of Ultimate Shear Strength.  Full Text: CiNii    223-224
23100 Structural performance of RC footing beam with prefabricated reinforcing unit having stirrup with 225°Shear reinforcement bar : Part3 Flexural Test of Footing beam with Splicing joints and Evaluation of Ductility.  Full Text: CiNii    225-226
23101 The Influence of Web Reinforcement Detailing on Shear Strength of RC Footing Beams(Part6)  Full Text: CiNii    227-228
23102 The Influence of Web Reinforcement Detailing on Shear Strength of RC Footing Beams(Part7)  Full Text: CiNii    229-230
23103 Analytical Study on Shear Performance of RC Beams with Low Concrete Compressive Strength  Full Text: CiNii    231-232
23104 An Experimental Study on the Structural Performance of Reinforced Concrete Beams Using Steel Exposed Mesh Form  Full Text: CiNii    233-234
23105 Fundamental Research on Flexural Behavior of Bamboo Reinforced Concrete Beam  Full Text: CiNii    235-236
23106 Experimental Study on the Capacity of Axial Loaded Reinforced Concrete Column under Dynamic Loading : Part1 Experimental Summary  Full Text: CiNii    237-238
23107 Experimental Study on the Capacity of Axial Loaded Reinforced Concrete Column under Dynamic Loading : Part2 Experimental result 1  Full Text: CiNii    239-240
23108 Experimental Study on the Capacity of Axial Loaded Reinforced Concrete Column under Dynamic Loading : Part3 Experimental result 2  Full Text: CiNii    241-242
23109 EVALUATION OF STRUCTURAL PERFORMANCE OF COLUMNS USING HYBRID FIBER REINFOCED CEMENT-BASED COMPOSITES : Part 1 Outline and Result of Experiment  Full Text: CiNii    243-244
23110 Evaluation of Structural Performance of Columns using Hybrid Fiber Reinforced Cement-based Composites : Part 2 Evaluation of Shear Strength and Distinction of Failure Mode  Full Text: CiNii    245-246
23111 Evaluation of Structural Performance of Columns using Hybrid Fiber Reinforced Cement-based Composites : Part 3 Evaluation of Flexural Behavior by Multi-Spring Model  Full Text: CiNii    247-248
23112 Substructure pseudo-dynamic test of two different collapse mechanisms of a multistory RC frame with soft first story  Full Text: CiNii    249-250
23113 Study on Residual Axial Load Capacity of Reinforced Concrete Columns with Shear Mode  Full Text: CiNii    251-252
23114 Analytical Study on Axial Capacity and Failure Surface of R/C Columns with Shear Mode after Earthquake  Full Text: CiNii    253-254
23115 Study on Residual Axial Load Capacity of RC Columns with Low Strength Concrete : Part1 Experiment outline and Results  Full Text: CiNii    255-256
23116 Study on Residual Axial Load Capacity of RC Columns with Low Strength Concrete : Part2 Investigation of Experiment results  Full Text: CiNii    257-258
23117 Experiment on R/C Column in Shear Failure with Spandrel Walls by Using Small Specimens : Part.I Purpose and Summary of Experiment  Full Text: CiNii    259-260
23118 Experiment on R/C Column in Shear Failure with Spandrel Walls by Using Small Specimens : Part.II Result of Experiment and Reduction Rate of Shearing Strength  Full Text: CiNii    261-262
23119 Analytical Study on Seismic Performance of RC Columns with Spandrel and Hanging Walls  Full Text: CiNii    263-264
23120 Shear Strength of Reinforced Concrete Column with Wing Walls Based on Extended Modified Compression Field Theory  Full Text: CiNii    265-266
23121 Experemental Study on Destruction property of RC column Preceding with wing wall with Low Strength Concrete  Full Text: CiNii    267-268
23122 Mechanical characteristics of RC hybrid column with PCa wing walls as energy absorption elements  Full Text: CiNii    269-270
23123 Testing of Shearing Strength in the RC Varying Cross Section Column : Part 1 Outline of Testing  Full Text: CiNii    271-272
23124 Testing of Shearing Strength in the RC Varying Cross Section Column : Part 2 Result of Test  Full Text: CiNii    273-274
23125 Experimental Investigations of Extremely Low-strength RC Columns Retrofitted by PC Bar Prestressing and Steel Plate : Part 1 Test results  Full Text: CiNii    275-276
23126 Experimental Investigations of Extremely Low-strength RC Columns Retrofitted by PC Bar Prestressing and Steel Plate : Part 2 Discussion of test results  Full Text: CiNii    277-278
23127 Seismic Performance Evaluation of Low Strength Concrete Columns with Plain Bars : Part1 Outline of Experiment and Test Result  Full Text: CiNii    279-280
23128 Seismic Performance Evaluation of Low Strength Concrete Columns with Plain Bars : Part2 Discussion of Test Results  Full Text: CiNii    281-282
23129 Experimental Study of Seismic Performance on RC Columns with Ultra High Strength Rebars : Part 1 Outline of Experiment  Full Text: CiNii    283-284
23130 Experimental Study of Seismic Performance on RC Columns with Ultra High Strength Rebars : Part 2 Experimental Results and Discussions  Full Text: CiNii    285-286
23131 Shear Crack Behavior of Reinforced Concrete Members with High-Strength Shear Reinforcement(Part1)  Full Text: CiNii    287-288
23132 Shear Crack Behavior of Reinforced Concrete Members with High-Strength Shear Reinforcement(Part2)  Full Text: CiNii    289-290
23133 Experimental Study on Structural Performance of RC Columns Influenced by Arrangement of Shear Reinforcement Bar : Development of High Strength Shear Reinforcement Bar (MK785)  Full Text: CiNii    291-292
23134 Experimental Studies on Shear-damaged RC Columns Emergency Retrofitted by Lashing Belts Prestressing and Plywoods  Full Text: CiNii    293-294
23135 Shear Performance of RC Column Using 200N/mm^2 Concrete  Full Text: CiNii    295-296
23136 Structural Performance of RC Column Using 150N/mm^2 Concrete  Full Text: CiNii    297-298
23137 Uniaxial compression test of rectangular R/C columns with high strength concrete and steel bars : Part1. Outline and Results of Tests  Full Text: CiNii    299-300
23138 Uniaxial compression test of rectangular R/C columns with high strength concrete and steel bars : Part 2. Influence of a large number of cyclic loading  Full Text: CiNii    301-302
23139 Eccentric Axial Loading Test on Reinforced Concrete Columns of 130MPa Super High-Strength Concrete : Part 1 Outline of Experiments  Full Text: CiNii    303-304
23140 Eccentric Axial Loading test on Reinforced Concrete Columns of 130MPa Super High-Strength Concrete : Part 2 Test Results  Full Text: CiNii    305-306
23141 Analytical Study on the Structural Performance of Ultra-High-Strength Fiber Reinforced RC Column : Part 1:Outlines of Analysis and Discussion on Analytical Results  Full Text: CiNii    307-308
23142 Analytical Study on the Structural Performance of Ultra-High-Strength Fiber Reinforced RC Column : Part 2:Discussion on Analytical Results  Full Text: CiNii    309-310
23143 Compressive Behavior of Joint Mortar on Precast Concrete Columns : Part-3 Results of Quality Control(2)  Full Text: CiNii    311-312
23144 Experiment on Seismic Performance and Seismic Retrofit of Reinforced Concrete Columns with Damages due to Self-Strain Stresses.  Full Text: CiNii    313-314
23145 Experimental Studies on RC Columns Damaged under Exposure to the Marine Environment in Okinawa for 5 Years.  Full Text: CiNii    315-316
23146 A Study on Failure Mode of RC Columns with Circular Section Based on Experimental Database  Full Text: CiNii    317-318
23147 Structual Performance of Slender RC Columns Using Ultra High Strength Concrete : Part 1 Outline of Experiments  Full Text: CiNii    319-320
23148 Structual Performance of Slender RC Columns Using Ultra High Strength Concrete : Part 2 Experimental Results and Discussion on Specimens with Conventional Joint  Full Text: CiNii    321-322
23149 Structual Performance of Slender RC Columns Using Ultra High Strength Concrete : Part 3 Experimental Results and Discussion on Specimens with Improved Joint  Full Text: CiNii    323-324
23150 A Study on seismic performance of RC Columns Used Concrete Containing Large Quantity of Fly Ash : No.1 Outline of Experiment  Full Text: CiNii    325-326
23151 A Study on seismic performance of RC Columns Used Concrete Containing Large Quantity of Fly Ash : No.2 Experimental Result  Full Text: CiNii    327-328
23152 A Study on seismic performance of RC Columns Used Concrete Containing Large Quantity of Fly Ash : No.3 Evaluation of flexural capacity and skeleton curve  Full Text: CiNii    329-330
23153 Effects of size and tie bars on axial load carrying capacities of R/C columns failing in shear : Part 1:Outline of experiments and results  Full Text: CiNii    331-332
23154 Effects of size and tie bars on axial load carrying capacities of R/C columns failing in shear : Part2:Evaluating method of axial loading test  Full Text: CiNii    333-334
23155 Effects of size and tie bars on axial load carrying capacities of R/C columns falling in shear : Part3:Behavior of lateral loading tests  Full Text: CiNii    335-336
23156 Collapse Behavior of Reinforced Concrete Short Columns-Comparison of Cases with Constant Axial Load and Decreasing Axial Load- : Part1 Experimental Plan  Full Text: CiNii    337-338
23157 Collapse Behavior of Reinforced Concrete Short Columns-Comparison of Cases with Constant Axial Load and Decreasing Axial Load- : Part2 Experimental Results and Case Study  Full Text: CiNii    339-340
23158 Research on relation between displacement in lateral strength deterioration region and collapse displacement for Reinforced Concrete columns  Full Text: CiNii    341-342
23159 Study on Ductility Index of Reinforced Concrete Columns with Shear Mode  Full Text: CiNii    343-344
23160 Experimental Study on Seismic Performance of RC L-shaped Core Structural Walls  Full Text: CiNii    345-346
23161 Experimental Study on Seismic Performance of RC L-shaped Core Structural Walls  Full Text: CiNii    347-348
23162 Experimental Study on Edge Confinement of Reinforced Concrete Core Walls : Part1 Outline of Experiment and Experimental Results  Full Text: CiNii    349-350
23163 Experimental Study on Edge Confinement of Reinforced Concrete Core Walls : Part2 Horizontal Strain Distribution of Confining Steel and Strain Distribution at Base  Full Text: CiNii    351-352
23164 Experimental Study on Edge Confinement of Reinforced Concrete Core Walls : Part3 Vertical Strain Distribution of Confining Steel and Edge Longitudinal Reinforcement  Full Text: CiNii    353-354
23165 Study on shear strength of framed shear walls with different crack spacing  Full Text: CiNii    355-356
23166 Effect of Shear Reinforcement within a Wall Panel on Shear Strength of RC Walls with Stretched Boundary Column : Part1 Outline of Experiment  Full Text: CiNii    357-358
23167 Effect of Shear Reinforcement within a Wall Panel on Shear Strength of RC Walls with Stretched Boundary Column : Part2 Experimental Results  Full Text: CiNii    359-360
23168 Shear Behavior of Multi-Story Shearwalls with Eccentric Openings : Part.6: Outline of the Third Experimental Work and its Results  Full Text: CiNii    361-362
23169 Shear Behavior of Multi-Story Shearwalls with Eccentric Openings : Part.7:Evaluation of Shear Capacity with FEM Analysis and Existing Formulas  Full Text: CiNii    363-364
23170 Behavior of Multi-Story Shearwalls with Eccentric Openings : Part.8:Evaluation of Residual Crack Width  Full Text: CiNii    365-366
23171 Effects of Contraction and Construction Joints on Shear Stiffness and Capacity of RC Structural Walls  Full Text: CiNii    367-368
23172 Effects of Contraction and Construction Joints on Shear Stiffness and Capacity of RC Structural Walls  Full Text: CiNii    369-370
23173 Effect of Boundary Frame of Multi-story Shear Wall on Shear Strength : No.1 Test Program  Full Text: CiNii    371-372
23174 Effect of Boundary Frame of Multi-story Shear Wall on Shear Strength : No.2 Test Result  Full Text: CiNii    373-374
23175 Effect of Boundary Frame of Multi-story Shear Wall on Shear Strength : No.3 Observations for Extensions of the Shear Cracks on Multi-story Shear Wall  Full Text: CiNii    375-376
23176 Effect of Boundary Frame of Multi-story Shear Wall on Shear Strength : No.4 Effect of Frame Column on Failure Mode  Full Text: CiNii    377-378
23177 The Strength of the R/C Panels in the PCa Cantilever Walls : Part 3. The shear resistance mechanism of multistory walls  Full Text: CiNii    379-380
23178 The Strength of the R/C Panel in the PCa Cantilever Walls : Part4. The Examination of the Strength Estimate  Full Text: CiNii    381-382
23179 Behavior of Precast RC Wall  Full Text: CiNii    383-384
23180 A Study on the Ductility of Shear Walls  Full Text: CiNii    385-386
23181 Study on Reinforced Concrete Shear Walls with De-bonded Diagonal Reinforcements : Part5, Effect on the difference of slab width  Full Text: CiNii    387-388
23182 Seismic Performance on Reinforced Concrete Earthquake Resisting Wall with 10N/mm^2 Class Low Strength Concrete.  Full Text: CiNii    389-390
23183 Experimental Study on Effects of Design Parameters on Seismic Performance of Exterior R/C Beam-Column Joints : Part 1:Outline of Test Program  Full Text: CiNii    391-392
23184 Experimental Study on Effects of Design Parameters on Seismic Performance of Exterior R/C Beam-Column Joints : Part 2:Effects of Moment Capacity Ratio of Column to Beam  Full Text: CiNii    393-394
23185 Experimental Study on Effects of Design Parameters on Seismic Performance of Exterior R/C Beam-Column Joints : Part 3: Effects of Lateral Reinforcement  Full Text: CiNii    395-396
23186 Experimental Study on Effects of Design Parameters on Seismic Performance of Exterior R/C Beam-Column Joints : Part 4:Effects of Joint Aspect Ratio and Beam-Bent Bar Anchorage  Full Text: CiNii    397-398
23187 Experimental Study on Effects of Design Parameters on Seismic Performance of Exterior R/C Beam-Column Joints : Part 5:Effects of Design Parameters on Strength and Deformations  Full Text: CiNii    399-400
23188 Hysteresis Response of T Type R/C Frame with Column Utilizing Unbonded High Strength Rebars  Full Text: CiNii    401-402
23189 Experimental Study on the Hysteretic Characteristics of the RC L-shape Beam-column Joint Using Mechanical Anchorage : Part1 Outline and result of experimental study  Full Text: CiNii    403-404
23190 Experimental Study on the Hysteretic Characteristics of the RC L-shape Beam-column Joint Using Mechanical Anchorage : Part2 Discussion for test results  Full Text: CiNii    405-406
23191 Study on Shear Strength of Exterior Beam-Column Joint Using Mechanical Anchor with Different Shape of Joint Panel : Part1 Outline and Result of Experiment  Full Text: CiNii    407-408
23192 Study on Shear Strength of Exterior Beam-column Joint Using Mechanical Anchor with Different Shape of Joint Panel : Part2 Evaluation of Shear Strength by Strut Mechanism  Full Text: CiNii    409-410
23193 Study on Shear Strength of Exterior Beam-Column Joint using Mechanical Anchor with Different Shape of Joint Panel : Part3 Arch and Truss Mechanism  Full Text: CiNii    411-412
23194 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Tests for Beam to Column Connection Part1. Test  Full Text: CiNii    413-414
23195 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Tests for Beam to Column Connection Part2. Results  Full Text: CiNii    415-416
23196 Seismic Performance of RC Eccentric Beam-Column Connections Retrofitted by Steel Haunches and Plates  Full Text: CiNii    417-418
23197 Structural performance of reinforced concrete eccentric beam-column Joints : Part1 Outline of the test and failure mode  Full Text: CiNii    419-420
23198 Structural performance of reinforced concrete eccentric beam-column Joints : Part2 Deformation properties and resistance to flexure moment in beam  Full Text: CiNii    421-422
23199 Structural performance of reinforced concrete eccentric beam-column Joints : Part3 Behavior and strength of Beam-Column Joint  Full Text: CiNii    423-424
23200 Behavior of Precast RC Beam-Column Joints : Part3:Beam-Column Joints with RC Column and Prestressing Beam  Full Text: CiNii    425-426
23201 Behavior of Precast RC Beam-Column Joints : Part4 Exterior Beam-Column Joints  Full Text: CiNii    427-428
23202 Experimental Study on Reinforced Concrete Structural Performance of Sub-assemblages using High-strength Material : Part1. Outline of Experiment  Full Text: CiNii    429-430
23203 Experimental Study on Reinforced Concrete Structural Performance of Sub-assemblages using High-strength Material : Part2. Discussion of experimental results  Full Text: CiNii    431-432
23204 Tests on Precast R/C Beam-Column Joints using Sheaths : Part1. Test Plan  Full Text: CiNii    433-434
23205 Tests on Precast R/C Beam-Column Joints using Sheaths : Part2. Test Results  Full Text: CiNii    435-436
23206 Improvement of load-deflection hysteresis characteristics of reinforced concrete interior beam-column joints  Full Text: CiNii    437-438
23207 Experimental study on the hysteresis energy absorption of RC interior beam-column assemblages with different reinforcements, axial forces, and bond strength : Part.1 Introduction of experiment  Full Text: CiNii    439-440
23208 Experimental study on the hysteresis energy absorption of RC interior beam-column assemblages with different reinforcements, axial forces, and bond strength : Part.2 Result of experiment  Full Text: CiNii    441-442
23209 Experimental Study on Partial Frame of RC Slab-Wall Structure with Several Bar Arrangement.  Full Text: CiNii    443-444
23210 Estimation of Earthquake Resistance of Pile Caps combined with structural members  Full Text: CiNii    445-446
23211 Analytical Study for Stress Transfer Mechanism of Pile Caps Combined with Surrounding Structural Members  Full Text: CiNii    447-448
23212 Study on Aseismic Capacity of Steel Fiber-Reinforced Ultra High-Strength Concrete Beam-Column Joints by 3-D FEM Analysis : Part 1:Outline of Analysis and Analytical Results  Full Text: CiNii    449-450
23213 Study on Aseismic Capacity of Steel Fiber-Reinforced Ultra High-Strength Concrete Beam-Column Joints by 3-D FEM Analysis : Part 2:Discussion on Analytical Results  Full Text: CiNii    451-452
23214 Analytical Study on Seismic Performance of RC Beam-Column Joints with Mechanical Joints : Part 1:Outline of Analysis and Analytical Results  Full Text: CiNii    453-454
23215 Analytical Study on Seismic Performance of RC Beam-Column Joints with Mechanical Joints : Part 2:Discussion on Analytical Results  Full Text: CiNii    455-456
23216 Three-Dimensional FEM Analysis on Seismic Performance of RC Beam-Column Joints with Slab and Lateral Beams : Part1:Outlines of Analysis and Discussion on Q-R Relationships  Full Text: CiNii    457-458
23217 Three-Dimensional FEM Analysis on Seismic Performance of RC Beam-Column Joints with Slab and Lateral Beams : Part2:Discussion and Analytical Results  Full Text: CiNii    459-460
23218 Experiment of Reinforced Concrete Wide Flat Beam to Column Joint Sub-Assemblages Failing in Shear  Full Text: CiNii    461-462
23219 Ultimate Strength of RC Beam-Column Joint with Different Floor Levels on Both Sides of Column : Part5 Outline of Experiment-Using Mechanical Anchorage  Full Text: CiNii    463-464
23220 Ultimate Strength of RC Beam-Column Joint with Different Floor Levels on Both Sides of Column : Part6 A Resisting mechanisms of RC Beam-Column Joint-Using Mechanical Anchorage  Full Text: CiNii    465-466
23221 Ultimate Strength of RC Beam-Column Joint with Different Floor Levels on Both Sides of Column : Part7 Influence of Anchorage Methods on Ultimate Joint Shear Strength  Full Text: CiNii    467-468
23222 Experimental Study on Ultimate Strength of RC Beam to Column Joint Having Two Different Depth Beams  Full Text: CiNii    469-470
23223 Study on the connection between outer buckling restrained braces RC buildings for seismic retrofit : part1.Outline of test  Full Text: CiNii    471-472
23224 Study on the connection between outer buckling restrained braces and RC buildings for seismic retrofit : part2.Discussion of test results  Full Text: CiNii    473-474
23225 Experimental Study on Anchorless Seismic Strengthening with Steel Brace Frames by using the Bag-like Fiber Form : Part.1 Element Experiment for Transmission Property of Shear Force  Full Text: CiNii    475-476
23226 Experimental Study on Anchorless Seismic Strengthening with Steel Brace Frames by using the Bag-like Fiber Form : Part 2. Experiment Summary and Behavior for Reinforced frames  Full Text: CiNii    477-478
23227 Experimental Study on Anchorless Seismic Strengthening with Steel Brace Frames by using the Bag-like Fiber Form : Part 3. Evaluation of Strength for Reinforced Frames  Full Text: CiNii    479-480
23228 Load Transfer Mechanism at Indirect Connection of Seismic Retrofit Method by using Outer Frame Steel Bracings  Full Text: CiNii    481-482
23229 Experimental Investigation on Jointing Technique of Seismic Retrofit Steel Brace to Existing RC Frame  Full Text: CiNii    483-484
23230 Cyclic Loading Tests on RC Frames Retrofitted by Steel Braced Frame Using Hybrid Connection : Part 1 Contribution of Steel Frame  Full Text: CiNii    485-486
23231 Cyclic Loading Tests on RC Frames Retrofitted by Steel Braced Frames Using Hybrid Connection : Part 2 Discussion of Failure Modes  Full Text: CiNii    487-488
23232 Experimental Study on Connection Method of Steel Frame with Brace(Part 3)  Full Text: CiNii    489-490
23233 Experimental Study on Connection Method of Steel Frame with Brace(Part 4)  Full Text: CiNii    491-492
23234 Experimental Study on Connection Method of Steel Frame with Brace(Part 5)  Full Text: CiNii    493-494
23235 Study on the Remedy for the Energy Absorbing Capacity of the RC Frame Retrofitted by Compressive CFT Brace : Part 1.Outline of the Test  Full Text: CiNii    495-496
23236 Study on the Remedy for the Energy Absorbing Capacity for of the RC Frame Retrofitted by Compressive CFT Brace : Part 2. Results of the Test  Full Text: CiNii    497-498
23237 Study on the Remedy for the Energy Absorbing Capacity of the RC Frame Retrofitted by Compressive CFT Brace : Part 3.Analytical Study  Full Text: CiNii    499-500
23238 Research on Energy Absorption Performance Improvement of Buckling-Restrained Brace Contained Steel Plate Concrete Member : (Part3) Outline of the loading tests and hysteresis loops  Full Text: CiNii    501-502
23239 Research on energy absorption performance improvement of buckling-restrained brace contained steel plate concrete member : (Part4) Comparison of deformation at yield point and energy absorption performance  Full Text: CiNii    503-504
23240 Research on Energy Absorption Performance Improvement of Buckling-Restrained Brace Contained Steel Plate Concrete Member : (Part5)Study on buckling of core plate and difference between compressive strength and tensile strength.  Full Text: CiNii    505-506
23241 Bilateral Loading Test of Frame with Buttress and Outer Brace : Part1 Outline of Experiment  Full Text: CiNii    507-508
23242 Bilateral Loading Test of Frame with Buttress and Outer Brace : Part2 Test Results  Full Text: CiNii    509-510
23243 Seismic Performance of Mid-rise Reinforced Concrete Building Surviving after 1995 Hyogo-ken Nanbu Earthquake  Full Text: CiNii    511-512
23244 Evaluation of Seismic Capacity and Strengthening of Existing RC School Buildings in Tochigi prefecture  Full Text: CiNii    513-514
23245 Attend study of seismic diagnosis and seismic retrofit of existing RC school buildings in Akita  Full Text: CiNii    515-516
23246 Experimental Study on Seismic Retrofit Method for R/C Building using Exterior Moment Resting Frames : Part III Experimental Outline of the Extreme Short Column Frames  Full Text: CiNii    517-518
23247 Experimental Study on Seismic Retrofit Method for R/C Building using Exterior Moment Resting Frames : Part IV Discussion of Experimental Results  Full Text: CiNii    519-520
23248 Experimental Study on Seismic Capacity of Column Reinforced by External Brace in the Direction Perpendicular to the Brace : Part1:Outline of Experiment  Full Text: CiNii    521-522
23249 Experimental Study on Seismic Capacity of Column Reinforced by External Brace in the Direction Perpendicular to the Brace : Part2:Result of Experiment  Full Text: CiNii    523-524
23250 Pseudo Dynamic Tests of Portal Frames retrofitted with Graded Composite Strands for Damage Control : Part 1 Outline of Experiment  Full Text: CiNii    525-526
23251 Pseudo Dynamic Tests of Portal Frames retrofitted with Graded Composite Strands for Damage Control : Part 2 Experimental Values and Analytical Values  Full Text: CiNii    527-528
23252 The Development of Reinforced Concrete Outer Frame for Retrofitting : Part1:Outline of Beam to Column Subassemblage Tests  Full Text: CiNii    529-530
23253 The Development of Reinforced Concrete Outer Frame for Retrofitting : Part2:Study of Seismic Strengthening Effect  Full Text: CiNii    531-532
23254 Buildings Research on New Outside strengthening method Contained Steel Plate Concrete Member : (Part 19)Outline of Two-Stories One-Bay Frame Including Reinforcement with Increase Columns and Beams  Full Text: CiNii    533-534
23255 Buildings Research on New Outside strengthening method Contained Steel Plate Concrete Member : (Part 20) Result of Two-Stories One-Bay Frame Including Reinforcement with Increase Columns and Beams  Full Text: CiNii    535-536
23256 Study on the Effect of RC Moment Frame Retrofit with the High Performance Post-Installed Anchor : Part1. Outline and Process of Test  Full Text: CiNii    537-538
23257 Study on the Effect of RC Moment Frame Retrofit with the High Performance Post-Installed Anchor : Part2. Increase of Storey Force and Share of Axial Force  Full Text: CiNii    539-540
23258 Design Method on Vertical Joint of Column with Extended Wing Walls  Full Text: CiNii    541-542
23259 Proposal and Verification of the Reinforcement of the Column with the Wing Wall of the Existing Reinforced Concrete Construction Building : Part 1:Proposal of Shear Reinforcement of the Column with the Wing Wall and Comparison Verification of the Effect  Full Text: CiNii    543-544
23260 Proposal and Verification of the Reinforcement of the Column with the Wing Wall of the Existing Reinforced Concrete Construction Building : Part2:Detail of Experiment with Shear Reinforcement of the Column with the Wing Wall by the new method.  Full Text: CiNii    545-546
23261 Proposal and Verification of the Reinforcement of the Column with the Wing Wall of the Existing Reinforced Concrete Construction Building : Part 3:Detail of Experiment with New Methods of Shear Reinforcement of the Column with the One Side Wing Wall  Full Text: CiNii    547-548
23262 Proposal and Verification of the Reinforcement of the Column with the Wing Wall of the Existing Reinforced Concrete Construction Building : Part4:Details of the Experiment of Shear Reinforcement Effect of the Column with the Existing piece Wing Wall by the Conventional Method  Full Text: CiNii    549-550
23263 Investigation of Compressive Stress of the RC-Column Supporting the Wall Above under Seismic Force  Full Text: CiNii    551-552
23264 Methods for Placing Openings in Existing Shear Walls in Wall-type Precast Reinforced Concrete Residential Buildings : Vol.1 Overview and Outline of Research  Full Text: CiNii    553-554
23265 Methods for Placing Openings in Existing Shear Walls in Wall-type Precast Reinforced Concrete Residential Buildings : Vol.2 Outline of Seismic Reinforcement for Opening and Experimental Procedure  Full Text: CiNii    555-556
23266 Methods for Placing Openings in Existing Shear Walls in Wall-type Precast Reinforced Concrete Residential Buildings : Vol.3 Influence by New Opening  Full Text: CiNii    557-558
23267 Methods for Placing Openings in Existing Shear Walls in Wall-type Precast Reinforced Concrete Residential Buildings : Vol.5 Effect of Seismic Reinforcement for Opening  Full Text: CiNii    559-560
23268 Integral Character Confirmation Experiment of Increased Thickness Slab  Full Text: CiNii    561-562
23269 The Experimental Study on Behavior of Damaged RC Beam-columns after Retrofitting  Full Text: CiNii    563-564
23270 Experimental Study on the reinforcement effect of carbon fiber Sheet to perpendicular joints  Full Text: CiNii    565-566
23271 Development of Reinforcement Method for RC Members Using Casting Steel Plate and Continuous Fiber Sheets : -Part6- Outline and Results of Real Scale Perforated Footing Beam Test  Full Text: CiNii    567-568
23272 Development of Reinforcement Method for RC Members Using Casting Steel Plate and Continuous Fiber Sheets : -Part7- Study on Test Results  Full Text: CiNii    569-570
23273 Experimental Study on RC Column-beam joint combined with steel plates and fiber sheets : Part1 Outline of Experiment  Full Text: CiNii    571-572
23274 Experimental Study on RC Column-beam joint combined with steel plates and fiber sheets : Part2 Relations of Shear Capacity and Story Angle  Full Text: CiNii    573-574
23275 Experimental Study on RC Column-beam joint combined with steel plates and fiber sheets : Part3 Effect of an Outside Strengthening on columns  Full Text: CiNii    575-576
23276 Bond Strength of Reinforced Concrete Members Confined with Glass Fiber Plates : Part.1 Outline of Experiment  Full Text: CiNii    577-578
23277 Bond Strength of Reinforced Concrete Members Confined with Glass Fiber Plates : Part.2 Consideration of Experiment Result  Full Text: CiNii    579-580
23278 Experimental Study on Splitting Bond Strength of R/C Columns Strengthened Laterally with External PC Rods  Full Text: CiNii    581-582
23279 Experimental Study on Bond Strength for Column Main Bars Restored by Emergency Retrofit with External PC Rods : Part 2. Tests on specimens with different concrete strength, amount of PC rods, and its initial stress  Full Text: CiNii    583-584
23280 Experiment Study on Shear Strength of Joints using Angles as Shear-key : Part1:Experimental Test of Joints  Full Text: CiNii    585-586
23281 Experiment Study on Shear Strength of Joints using Angles as Shear-key : Part2:Estimating the Design Formula for Shear Strength of Joints  Full Text: CiNii    587-588
23282 Effect of Shear Strength of RC Short Span Beams Strengthened by Welded Steel Wire Fabrics with Polymer Cement Mortar  Full Text: CiNii    589-590
23283 EXPERIMENTAL STUDY ON THE SHEAR STRENGTH OF CONCRETE JOINT WITH ROUGHNESS BY WATERJET TECHNIQUE : PART 1:OUTLINE OF EXPERIMENT  Full Text: CiNii    591-592
23284 Experimental study on the shear strength of concrete joint with roughness by water jet technique.  Full Text: CiNii    593-594
23285 Experimental study on the shear strength of concrete joint with roughness by water jet technique. : Part3 Results of the test  Full Text: CiNii    595-596
23286 Study on a strengthening method for flexural strength of RC columns with steel boxes : Part3 Analytical Study with a 6-story soft-first-story RC Building  Full Text: CiNii    597-598
23287 Comparison Between Earthquake Response of MDOF System and Equivalent SDOF System Considering Strength Deterioration.  Full Text: CiNii    599-600
23288 Analytical Study on Shear Reinforcing Effect of Reinforced Concrete Beams  Full Text: CiNii    601-602
23289 Analytical Studies on Reinforcement used CFRP Laminates for Exiting Slab with A Newly Opening  Full Text: CiNii    603-604
23290 Seismic Capacity Estimation of R/C Buildings with Irregular Plan Configuration under Translational Responses  Full Text: CiNii    605-606
23291 Study on Structural Performance of Type 3 Light Weight Concrete. : Part 1 Estimation of Shear Strength.  Full Text: CiNii    607-608
23292 Study on Structural Performance of Type 3 Light Weight Concrete. : Part 2 Performance of Post Installed Anchors.  Full Text: CiNii    609-610
23293 Numerical Study of Seismic Isolation Retrofitting at the Intermediate Floor : (Part1) Outline  Full Text: CiNii    611-612
23294 Numerical Study of Seismic Isolation Retrofitting at the Intermediate Floor : (Part2) Case study  Full Text: CiNii    613-614
23295 Current State of Seismic Isolation Retrofit in Japan  Full Text: CiNii    615-616
23296 Seismic rehabilitation of Tottori Prefectural Office : Part1:Outline of seismic rehabilitation  Full Text: CiNii    617-618
23297 Seismic rehabilitation of Tottori Prefectural Office : Part2:Seismic rehabilitation of Tottori Prefectural Main Office by Base-Isolation system  Full Text: CiNii    619-620
23298 Seismic rehabilitation of Tottori Prefectural Office : Part3:Seismic rehabilitation of Tottori Prefectural Assembly Hall by New Bracing Reinforcement  Full Text: CiNii    621-622
23299 Seismic retrofit of existing RC building with Rocking Wall : Part1. Outline of retrofit and damper experiment  Full Text: CiNii    623-624
23300 Seismic retrofit of existing RC building with Rocking Wall : Part2. Examination by seismic response analysis  Full Text: CiNii    625-626
23301 Development of Seismic Retrofit by Outer Frame with Pin-Detail : (Part.3):Test of Shear Panel Dumper using Low-Yield-Stress-Steel  Full Text: CiNii    627-628
23302 Development of Seismic Retrofit by Outer Frame with Pin-Detail : (Part.4): The Example to Practical Design  Full Text: CiNii    629-630
23303 Development of Seismic Retrofit by Outer Frame with Pin-Detail : (Part.5): Micro-Tremor Measurement for Retrofitted Building  Full Text: CiNii    631-632
23304 Development of Seismic Retrofit by Outer frame with Pin-Detail : (Part.6):A long-term measurement about the relaxation of axial force of PC bar  Full Text: CiNii    633-634
23305 Development of Visco-Elastic Damper System including Axial Force Transfer Mechanism : Part1;Validation of Visco-Elastic Damper System  Full Text: CiNii    635-636
23306 Development of Visco-Elastic Damper System Including Axial Force Transfer Mechanism : Part2;Application of Visco-Elastic Damper System to Reinforcement of Existing Building  Full Text: CiNii    637-638
23307 Failing Behavior of RC Beams with Low Strength Concrete and Strengthening Effect of CFRP  Full Text: CiNii    639-640
23308 Fundamental Study on Seismic Performance Evaluation of RC Members with Low Strength Concrete (Part 8)  Full Text: CiNii    641-642
23309 Fundamental Study on Seismic Performance Evaluation of RC Members with Low Strength Concrete(Part 9)  Full Text: CiNii    643-644
23310 Fundamental Study on Seismic Performance Evaluation of RC Members with Low Strength Concrete(Part 10)  Full Text: CiNii    645-646
23311 A Study on the Quakeproof Reinforcement of the Low Strength Concrete Member  Full Text: CiNii    647-648
23312 Experimental Study on Strengthening with Concrete Member Included Steel Plate and R/C to Low-Strength Concrete : Part4:Examination of Ultimate Strength for Flexure of Column considering Bond-Slip of Reinforcement  Full Text: CiNii    649-650
23313 Experimental Study on application of Hybrid Seismic Strengthening Method for Existing RC Structure with Low-Strength Concrete : Part 3 Plan of Frame Test  Full Text: CiNii    651-652
23314 Experimental Study on application of Hybrid Seismic Strengthening Method for Existing RC Structure with Low-Strength Concrete : Part 4 Frame Test  Full Text: CiNii    653-654
23315 Cyclic Loading Tests on Punching-shear Failure of RC Frames Retrofitted by Thick Hybrid Wall Technique  Full Text: CiNii    655-656
23316 Strengthening a Shear Wall using the Polymer Cement Mortar : Part.1 Construction Method and Experiment Plan  Full Text: CiNii    657-658
23317 Strengthening a Shear Wall using the Polymer Cement Mortar : Part.2 Shear Strength Test Results  Full Text: CiNii    659-660
23318 Experimental Study on RM Retrofit Shear Wall : Part 1. Thickening Existing Shear Wall  Full Text: CiNii    661-662
23319 Experimental Study on RM Retrofit Shear Wall : Part 2. Joint Method Using Epoxy Resin  Full Text: CiNii    663-664
23320 Study on A Possibility of Apartment House Using Flat Plate Structure  Full Text: CiNii    665-666
23321 Evaluation of Shear Reinforcement in Flat Plate-Column Connection under Seismic Force  Full Text: CiNii    667-668
23322 Evaluation of Shear Reinforcement in Flat Plate-Column Connection under Seismic Force  Full Text: CiNii    669-670
23323 Verification Tests on Slab Strengthening Methods using Existing Building : Part1.Strengthening Method Types and Outline of Tests  Full Text: CiNii    671-672
23324 Verification Tests on Slab Strengthening Methods using Existing Building : Part2.Performance of Strengthening utilizing Steel-strut and PC-bars  Full Text: CiNii    673-674
23325 Verification Tests on Slab Strengthening Methods using Existing Building : Part3.Performance of Strenethenine utilizing Truss Formine Bars  Full Text: CiNii    675-676
23326 The Calculation Method of Long-term Deflections of Reinforced Concrete Cantilever Slabs  Full Text: CiNii    677-678
23327 Structure Performance of RC Floor Slab used Board Multi-Lateral Welding Steel-Bar Joint with Leveling Form : Part1:Outline of Experiment, Yield Strengthand Deformation Property  Full Text: CiNii    679-680
23328 Structure Performance of RC Floor Slab used Board Multi-Lateral Welding Steel-Bar Joint with Leveling Form : Part2:Effect of Each Factor on Structual Performance  Full Text: CiNii    681-682
23329 Effect of Joint Shape on Performance of Vertical : Joints (T or L)using Re-bar Clips in R/C Precast-Wall Structures  Full Text: CiNii    683-684
23330 A Study on Energy Dissipation Device Using Concrete Curtain Wall : Part1. A Friction Force of Fastener Damper Using Hot-Dip Zine-Coating Steel Fastener Plate  Full Text: CiNii    685-686
23331 A Study on Energy Dissipation Device Using Concrete Curtain Wall : Part2. A Friction Force of Fastener Damper Using Flat Concrete Plate Implanted into PCa Curtain Wall  Full Text: CiNii    687-688
23332 Development of a Large-Span Precast Concrete Structural System With Ease of Construction Using Prestressed Connections : Part26. Seismic Design for Long-Span Direction of Model Structure  Full Text: CiNii    689-690
23333 Development of a Large-Span Precast Concrete Structural System With Ease of Construction Using Prestressed Connections : Part 27 Discussion on the performance of shear bracket and U-shaped steel box  Full Text: CiNii    691-692
23334 Cyclic Loading Test on Low Strength RC Frame Retrofitted by Thick Hybrid Wall Technique  Full Text: CiNii    693-694
23335 Effect of shear deformation and shape difference in exterior column-beam joint on seismic performance of reinforced concrete building  Full Text: CiNii    695-696
23336 Evaluation of Bending-Shear Stiffness of Beam Connected to Slit-Type Wall Part 3  Full Text: CiNii    697-698
23337 Consideration concerning effect of sleeve wall Stiffness in TWFS structure  Full Text: CiNii    699-700
23338 A study on the relationship between required strength and eccentricity ratio in RC building with stiffness eccentricity  Full Text: CiNii    701-702
23339 An evaluation method of residual seismic capacity for buildings with total collapse mechanism  Full Text: CiNii    703-704
23340 Study on Earthquake Response and Equivalent Linearization Method of Reinforced Concrete Buildings : Part 4 Investigation on Variation of Response  Full Text: CiNii    705-706
23341 Study on Prediction of Earthquake Response of Reinforced Concrete Buildings with Degrading Lateral Load Carrying Capacity  Full Text: CiNii    707-708
23342 Application of equivalent linearization method for RC building with soft first story.  Full Text: CiNii    709-710
23343 A Study on the Effect of Restoring Force Property of Reinforced Concrete Structures on the Lateral Load Carrying Capacity.  Full Text: CiNii    711-712
23344 Study on Seismic Performance of Buildings under the Effect of High Wind : -Part1-Analytical Model and Results  Full Text: CiNii    713-714
23345 Study on Seismic Performance of Buildings under the Effect of High Wind : -Part2-Response of Seismic Isolation Buildings and Discussion  Full Text: CiNii    715-716
23346 Seismic Response of RC High-rise Buildings Considered to Various Viscous Damping : Part.3 Vertical Distribution of Seismic Response  Full Text: CiNii    717-718
23347 A Study on Structural Characteristics of High-rise RC Buildings : Part1:Transition of Structural Planning and Materials  Full Text: CiNii    719-720
23348 A Study on Structural Characteristics of High-rise RC Buildings : Part2:Transition of Design Value of Earthquake Resistant Construction  Full Text: CiNii    721-722
23349 Changes of Seismic Response by Fluctuating Storey Yield Strength in High-rise RC Buildings : Part2 Changes of Seismic Response  Full Text: CiNii    723-724
23350 Structural Performance of RC High-rise Buildings under Long Period Seismic Ground Motion : Part 7 Beam Column Joint Experiment Test Results Part 1  Full Text: CiNii    725-726
23351 Structural Performance of RC High-rise Buildings under Long Period Seismic Ground Motion : Part 9 Beam Column Joint Experimental Test Results Part 2  Full Text: CiNii    727-728
23352 Structural Performance of RC High-rise Buildings under Long Period Seismic Ground Motion : Part 10 Experimental study on the beam column sub-assemblages with different safety margin coefficient of bond and shear  Full Text: CiNii    729-730
23353 Structural Performance of RC High-rise Buildings under Long Period Seismic Ground Motion : Part 11 Outline of Experiment and Results of Reinforced T-shaped Beams  Full Text: CiNii    731-732
23354 Structural Performance of RC High-rise Buildings under Long Period Seismic Ground Motion : Part 12 Conclusions on Reinforced T-shaped Beams  Full Text: CiNii    733-734
23355 Structural Performance of RC High-rise Buildings under Long Period Seismic Ground Motion : Part 13 Response Analysis considering Strength Degradation and P-D effect  Full Text: CiNii    735-736
23356 Seismic Design of High-rise RC Apartment Housing with the Mega-Structure : Part 1:Outline of Seismic Design  Full Text: CiNii    737-738
23357 Seismic Design of High-rise RC Apartment Housing with the Mega-Structure : Part 2:Seismic Response of Building with Unbonded Brace Damper  Full Text: CiNii    739-740
23358 Influence of P-δ Effect on Member Stress of High Rise Reinforced Concrete Structures : Part.1 Static Analytical Results  Full Text: CiNii    741-742
23359 Influence of P-δ Effect on Member Stress of High Rise Reinforced Concrete Structures : Part.2 Dynamic Analytical Results  Full Text: CiNii    743-744
23360 Analytical consideration of cracking position of RC members under bending and shear force Part1  Full Text: CiNii    745-746
23361 Analytical consideration of cracking position of RC members under bending and shear force Part2  Full Text: CiNii    747-748
23362 Response of A Moment-Resisting Ductile Reinforced Concrete Structure Subjected to Bidirectional Lateral Forces  Full Text: CiNii    749-750
23363 A Study on Structural Desing of time history response analysis.: Part1 A Case study of a large scale plant.  Full Text: CiNii    751-752
23364 Analytical study on performance evaluation for seismic retrofitting of reinforced concrete building using 3D dynamic nonlinear finite element analysis  Full Text: CiNii    753-754
23365 Phased Examination of FEM Analytical Using Verification RC Column Failed by Shear : (Part1)Outline of Analysis  Full Text: CiNii    755-756
23366 Phased Examination of FEM Analytical Using Verification RC Column Failed by Shear : (Part2)Results and discussion of Analysis  Full Text: CiNii    757-758
23367 Evaluation of damping for RC members caused by strain rate effect using SDOF vibration table tests : Trial production of a test equipment  Full Text: CiNii    759-760
23368 A study on the Response of a Reinforced Concrete Piles with Hinges at Head of Piles of a Reinforced Concrete Building. : Part 1 Analytical Model.  Full Text: CiNii    761-762
23369 A study on the Response of a Reinforced Concrete Piles with Hinges at Head of Piles of a Reinforced Concrete Building. : Part 2 Analytical Result and Discussion.  Full Text: CiNii    763-764
23370 Study on Earthquake Response of Reinforced Concrete Buildings with Different Types of Connection Condition at Pile Heads. : Response of Pile-Supported Buildings on Soft Ground  Full Text: CiNii    765-766
23371 Experimental Study on Semi-Rigid Pile Head Connection for Cast-in-Place Concrete Pile : Part 1. Outline of Structural Method and Experimental Plan  Full Text: CiNii    767-768
23372 Experimental Study on Semi-Rigid Pile Head Connection for Cast-in-Place Concrete Pile : Part 2. Experimental Results  Full Text: CiNii    769-770
23373 Experimental Study on Semi-Rigid Pile Head Connection for Cast-in-Place Concrete Pile : Part 3. Evaluation Method of Flexural Moment and Rotation Relationship  Full Text: CiNii    771-772
23374 Development for Hinge Isolated Reinforced Concrete Piles(PhaseIII) : Part 1 Outline of Experiments  Full Text: CiNii    773-774
23375 Development for Hinge Isolated Reinforced Concrete Piles(PhaseIII) : Part2 Test Results: Relationships of Moment & Deformation, Strain and Amount of slipping transformation  Full Text: CiNii    775-776
23376 Development for Hinge Isolated Reinforced Concrete Piles(PhaseIII) : Part3 Test Results:Damage Progress & Ultimete Flexural Capacity  Full Text: CiNii    777-778
23377 Development for Hinge Isolated Reinforced Concrete Piles (Phase III) : Part5 Analysis Results of Fiber Models  Full Text: CiNii    779-780
23378 A Study on Hinge Isolated Reinforced Concrete Piles Applied to A 14-Story Building  Full Text: CiNii    781-782
23379 Time History Analysis of Base-isolated High-rise Building using LRB during Strong Wind : Part 1 Outline of Analysis and Effect of Sliding Bearing  Full Text: CiNii    783-784
23380 Time History Analysis of Base-isolated High-rise Building using LRB during Strong Wind : Part 2 Effect of Base Isolation on Wind Force Input Energy  Full Text: CiNii    785-786
23381 Response Performance of Hi-rise Reinforced Concrete Building using Coupled Vibration Control Structure : -Part6- Effect of Relative Position between Two Structures on Dynamic Response  Full Text: CiNii    787-788
23382 Experimental Study on RC Brace Type Dampers Using De-bonded Deformed Bars : Part4. The Verification of The Performance by The Frame Test  Full Text: CiNii    789-790
23383 Seismic Behavior of Puncheon-type Damper with Low-vield-streneth Steel Shear Panel  Full Text: CiNii    791-792
23384 Response of Low-rise Story-drift-controlled R/C Buildings with Hysteretic Dampers under Earthquake Motions  Full Text: CiNii    793-794
23385 Development of assessment system for structural environment efficiency  Full Text: CiNii    795-796
23386 Study for the Theoretical Calculation Method of Precast Prestressed Reinforced Concrete Composite Beams : Part 12. A Optimum Design Method of Balancing Performances and Cost in the Beam  Full Text: CiNii    797-798
23387 About the Influence that the Shrinkage Ratio of the Concrete gives the Structural Design of Prestressed Concrete Members  Full Text: CiNii    799-800
23388 Deflection Calculation of Prestressed Concrete Beam due to Creep Strain of Prestressing Steel at High Temperature  Full Text: CiNii    801-802
23389 Restoring Force Characteristics Model for Prestressed Concrete Frames(Part 1)  Full Text: CiNii    803-804
23390 Restoring Force Characteristics Model for Prestressed Concrete Frames(Part 2)  Full Text: CiNii    805-806
23391 Equivalent Viscous Damping Ratio for Prestressed Reinforced Concrete Beam in Cruciform Beam-Column Subassemblages  Full Text: CiNii    807-808
23392 Seismic Loss Estimation of a Prestressed Concrete Building : (Part I) Seismic Loading Tests of PC and RC Beams  Full Text: CiNii    809-810
23393 Seismic Loss Estimation of a Prestressed Concrete Building : (Part II) Repair Cost Estimation Using Equivalent SDF Systems  Full Text: CiNii    811-812
23394 Ultimate Strength of Pres tressed Concrete Beam-Column Joint Assemblies. : Part 1 Discussion of shear Transfer Mechanism in joint cores.  Full Text: CiNii    813-814
23395 Ultimate Strength of Prestressed Concrete Beam-Column Joint Assemblies. : Part 2 Truss Model for Joint Cores.  Full Text: CiNii    815-816
23396 Ultimate Strength of Prestressed Concrete Beam-Column Joint Assemblies. : Part 3 Comparison of Test Results with Analytical Results and Parametrical analysis  Full Text: CiNii    817-818
23397 Earthquake Resistant Performance of PC Cruciform Beam-Column Subassemblages Dominated by Beam Flexural Behavior : Part1 Outline of Test and Results  Full Text: CiNii    819-820
23398 Earthquake Resistant Performance of PC Cruciform Beam-Column Subassemblages Dominated by Beam Flexural Behavior : Part2 Test Results and Discussion  Full Text: CiNii    821-822
23399 Earthquake Resistant Performance for PCaPC Frame Assembled through Sleeve Joint for Column Longitudinal Bars  Full Text: CiNii    823-824
23400 Diagonal Tension Failure of Post-tensioned Precast Concrete Beam with High Strength Shear Reinforcement  Full Text: CiNii    825-826
23401 Diagonal Tension Failure of Post-tensioned Precast Concrete Beam with High Strength Shear Reinforcement  Full Text: CiNii    827-828
23402 Structural Performance of Precast Prestressed Concrete I-shaped Beam with Multiple Large Openings : Part1.Outline of Test  Full Text: CiNii    829-830
23403 Structural Performance of Precast Prestressed Concrete I-shaped Beam with Multiple Large Openings : Part2. Test Results  Full Text: CiNii    831-832
23404 Shear Capacity of Post-tensioned Precast Concrete Columns with High Strength Shear Reinforcement : Part 1. Outline of Experiment  Full Text: CiNii    833-834
23405 Shear Capacity of Post-tensioned Precast Concrete Columns with High Strength Shear Reinforcement : Part 2. Result  Full Text: CiNii    835-836
23406 Cyclic Loading Tests on Hybrid RC Columns Highly Confined by PC Bar Prestressing and Square Steel Tube  Full Text: CiNii    837-838
23407 Study on Shear Strength of Joint between Concrete Members Assembled by Prestressing Tendon : (Part 1)Shear Stress-Slip Deformation Relation  Full Text: CiNii    839-840
23408 Study on Shear Strength of Joint between Concrete Members Assembled by Prestressing Tendon : (Part 2) Accumulation Strength and Coefficient of Friction  Full Text: CiNii    841-842
23409 Development of a Friction Damper for Prestressed Concrete Members : Part 1 Static Loading Tests of a Friction Damper and a Prestressed Concrete Beam Confined with Steel Jacketing  Full Text: CiNii    843-844
23410 Development of a Friction Damper for Prestressed Concrete Members : Part 2 Effects of Friction Damper  Full Text: CiNii    845-846
23411 Bond Behavior of SD685 High Strength Deformed Bar at Prestressing  Full Text: CiNii    847-848
23412 Study on Bearing Strength and Relationship between Bearing Stress and Sinking Displacement of Concrete  Full Text: CiNii    849-850
23413 Re-discussion on Estimation of Flexural Crack Widths using Medium and/or Large sized PRC and RC beams : Part 1:Objectives and Outlines of the Research  Full Text: CiNii    851-852
23414 Re-discussion on Estimation of Flexural Crack Widths using Medium and/or Large sized PRC and RC beams : Part 2: Characteristics and Kinds of Flexural Cracks, Relations between Reinforcement Stress and Average Tensile Strain of Binding Concrete  Full Text: CiNii    853-854
23415 Re-discussion on Estimation of Flexural Crack Widths using Medium and/or Large sized PRC and RC beams. : Part 3:Relations between Reinforcement Stress and Width of Flexural Cracks .Distance of Flexural Cracks  Full Text: CiNii    855-856
23416 Re-discussion on Estimation of Flexural Crack Widths using Medium and/or Large sized PRC and RC beams : Part4:Effects of Factors on Average Tensile Strains of Binding Concrete around Reinforcement  Full Text: CiNii    857-858
23417 Re-discussion on Estimation of Flexural Crack Widths using Medium and/or Large sized PRC and RC beams : Part 5:Estimation of Crack Widths and Average Tensile Strains of Binding concrete around Reinforcement  Full Text: CiNii    859-860
23418 The Crack Width of Reinforced Concrete Member Using High Strength Concrete and Small Diameter Reinforcing Bars in Simple Tension  Full Text: CiNii    861-862
23419 The Cracking Property of Prestressed Concrete Beams Made by High Strength Concrete.  Full Text: CiNii    863-864
23420 Study on Limit States of Prestressed Reinforced Concrete Beam Subjected to Pure Bending  Full Text: CiNii    865-866
23421 An Experimental Study on Change in Dynamic Properties of Partially Pre-stressed Concrete Slabs  Full Text: CiNii    867-868
23422 Experimental Study on Precast Prestressed Concrete Hollow-core Composite Slab with Step : Part4, Bending Test of Revised Type  Full Text: CiNii    869-870
23423 Experimental Study on Structural Behavior of Precast Presteessed Concrete Hollow-core Composite Slab : Part 6, r Long Term Loading Test  Full Text: CiNii    871-872
23424 Study of Earthquake Resistance on Brick Masonry Cavity Wall System -Parti- System Outline and Experimental Plan  Full Text: CiNii    873-874
23425 Study of Earthquake Resistance on Brick Masonry Cavity Wall System : -Part2- Experimental Result and Structural Regulations  Full Text: CiNii    875-876
23426 Experimental Studies of Structure performance Using Small-Size Pca : Part1 Compressive Characteristics of Prism Specimens  Full Text: CiNii    877-878
23427 Experimental Study on Sliding Strength of Grouted Masonry Walls : Part 7. Outline of test on dowel effect of vertical reinforcing bars placed at intermediate part of masonry walls  Full Text: CiNii    879-880
23428 Experimental Study on Sliding Strength of Grouted Masonry Walls : Part 8. Discussion on test results on dowel effect of vertical reinforcing bars placed at intermediate part of masonry walls  Full Text: CiNii    881-882
23429 Compressive Behavior of Fully Grouted Masonry Prisms using Small-size Concrete Unit and Grout Mortar  Full Text: CiNii    883-884
23430 Study on Modeling of Restoring-force Characteristics of Reinforced Concrete Masonry Members using Small-size Concrete Units  Full Text: CiNii    885-886
23431 Study on Development of Damping System by Friction-Resistant Dry-Masonry Structure : Part 1. Double Shear Test on Masonry Prism of SRB-DUP Structure  Full Text: CiNii    887-888
23432 Study on Development of Damping System by Friction-Resistant Dry-Masonry Structure : Part 2. Horizontal Loading Test of Specimens Applied the Connecting Method for Controlling the Slipping Layer  Full Text: CiNii    889-890
23433 Study on Retrofitting Method of Brick Masonry Walls for Appearance Retention : Preliminary Shear Experimental Test  Full Text: CiNii    891-892
23434 NUMERICAL MODELING OF IN-PLANE SHEAR BEHAVIOR OF UN-REINFORCED MASONRY WALLS UNDER MONOTONIC LOADING (Part 2)  Full Text: CiNii    893-894
23435 Study on Construction Method of Earthquake Resisting Reinforcement with Steel Tube as Cotter : Part 20:Experiment of RM Shear Wall with Opening  Full Text: CiNii    895-896
23436 Failure behavior on brick wall reinforced by aramid-fiber rod under out-plane bending  Full Text: CiNii    897-898
23437 Pull down test of existing building in Kathmandu, Nepal  Full Text: CiNii    899-900
23438 Experimental Study on Performance of Confined Masonry Wall with Openings : Part 3. Test results on additional specimens with window openings  Full Text: CiNii    901-902
23439 Experimental Study on Performance of Confined Masonry Wall with Openings : Part 4. Discussions on reinforcement effects and ultimate shear strength  Full Text: CiNii    903-904
23440 Development of Constitutive Law for Joint Behavior in Masonry Walls based on Experimental Studies of Brick Masonry Units : Part1. Outline of Study and Element Test  Full Text: CiNii    905-906
23441 Development of Constitutive Law for Joint Behavior in Masonry Walls based on Experimental Studies of Brick Masonry Units : Part2.Outline of Specimen and Analysis Results and Considerations  Full Text: CiNii    907-908
23442 Experimental Study on Influence of Joint Strength between Bricks and Column Failure Type on Seismic Performance of Confined Masonry Walls : Part I:Outline of Experimental Study, Failure Properties  Full Text: CiNii    909-910
23443 Experimental Study on Influence of Joint Strength between Bricks and Column Failure Type on Seismic Performance of Confined Masonry Walls : Part II:Q-R Relationship, Calculation of Shear Strength  Full Text: CiNii    911-912
23444 Experimental Study on Influence of Joint Strength between Bricks and Column Failure Type on Seismic Performance of Confined Masonry Walls : PartIII: Calculation of Shear Strength etc.  Full Text: CiNii    913-914
23445 Experimental Study on Evaluation of Shear Strength of Brick Joint of Existing Masonry Building : Part1 :Outline of building and experiment  Full Text: CiNii    915-916
23446 Experimental Study on Evaluation of Shear Strength of Brick Joint of Existing Masonry Building : Part2:Results and Discussion  Full Text: CiNii    917-918
23447 On the stability of masonry walls, "TSUKIISHIBU", under dynamic horizontal load considering sliding of rocks : part1 formula for active earth pressure in earthquake and horizontal displacement  Full Text: CiNii    919-920
23448 On the stability of masonry walls, "TSUKIISHIBU", under dynamic horizontal load considering sliding : part2 experiments on vibration behavior of stone walls  Full Text: CiNii    921-922
23449 Strength of Masonry Elements with Epoxy Resin Injection  Full Text: CiNii    923-924
23450 Experimental Investigation on Framed CB Wall Retrofited by Thick Hybrid Wall with Plain Steel Plate  Full Text: CiNii    925-926
23451 Experimental Study on Structural Performance of Post-Tensioned Unreinforced Brick Masonry Bearing Walls : Part 3:Large-Size Experimental Tests of a High Aspect Ratio Specimen and a T-Shaped Specimen  Full Text: CiNii    927-928
23452 Comparative Study of Masonry Construction Codes in Developing Countries : Comparing Latin America and Japan.  Full Text: CiNii    929-930
23453 Study on relationship between elastic wave properties and stone/compacted soil's condition of Angkor Monument  Full Text: CiNii    931-932
23454 Time series analysis of crack movements at Bayon main tower, Angkor Thom  Full Text: CiNii    933-934
23455 Basic Study to Secure Earthquake Resistance for the Historical Tabriz Bazaar in Iran : Part 3. Finite Element Analysis on Structural Properties of the Bazaar  Full Text: CiNii    935-936
23456 Monitoring Survey of World Heritage Structures of Masonry in Seismic Countries : Part 2 Seismic Performance of the Parthenon Athens based on Micro-tremor Measurement  Full Text: CiNii    937-938
23457 A Study of Construction Methods of Urban Housing in Developing Countries : Brick Housing with Mud Mortar in Kathmandu  Full Text: CiNii    939-940
23458 IMPROVEMENT OF ADOBE WALL CONNECTIONS USING CANE AS INTERNAL HORIZONTAL REINFORCEMENT  Full Text: CiNii    941-942
23459 Seismic Performance of Nonstructural Brick Walls Used in Indonesian R/C Buildings : Part 1 Outline of Damaged Buildings and Test Plan  Full Text: CiNii    943-944
23460 Seismic Performance of Nonstructural Brick Walls Used in Indonesian R/C Buildings : Part 2 Test Results and Seismic Performance of Damaged Buildings  Full Text: CiNii    945-946
23461 Out-of-plane Loading System and Its Application  Full Text: CiNii    947-948

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