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塔状鋼構造物における径厚比40から80の円形鋼管部材の繰返し座屈履歴特性 CYCLIC BUCKLING BEHAVIOR OF CIRCULAR HOLLOW SECTION MEMBERS WITH 40 TO 80 OF DIAMETER-TO-THICKNESS RATIO IN TRUSS TOWER STRUCTURES
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細長比の小さな円形鋼管部材の座屈および破断を考慮した煙突鉄塔の崩壊機構 COLLAPSE MECHANISM OF STEEL CHIMNEY TOWER CONSIDERING BUCKLING AND RUPTURE OF CIRCULAR HOLLOW SECTIONS WITH SMALL SLENDERNESS RATIO
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拘束材に集成材と鋼板を用いた座屈拘束ブレースの繰返し変形性能と破壊モード EXPERIMENTAL STUDY ON CYCLIC DEFORMATION CAPACITY AND FAILURE MODES OF BUCKLING-RESTRAINED-BRACES WITH MASS TIMBER AND STEEL PLATE RESTRAINER
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塔状構造物における細長比の小さな円形鋼管部材の座屈履歴性状と繰返し変形性能 BUCKLING BEHAVIOR AND CYCLIC DEFORMATION CAPACITY OF CIRCULAR HOLLOW SECTION MEMBERS WITH 20 OF THE SLENDERNESS RATIO IN TRUSS TOWER STRUCTURES
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曲げを受ける二辺固定二辺自由支持平板局部座屈部の極低サイクル疲労破壊評価 EXPERIMENTAL AND NUMERICAL CHARACTERIZATION OF ULTRA LOW-CYCLE FATIGUE FRACTURE OF CFCF RECTANGULAR PLATE ELEMENTS UNDER CYCLIC BENDING
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鋼板を接着補強した送電用山形鋼鉄塔腹材の接合部載荷実験と有限要素法解析 FUNDAMENTAL STUDY ON SEISMIC RETROFIT FOR ANGLE BRACE CONNECTIONS OF TRANSMISSION TOWER USING STEEL PLATE ADHESIVE BONDING
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Scaled dynamic loading tests on seismic isolation bearing excluding the contamination of friction and inertia forces
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アイソグリッド格子母屋により上フランジ補剛された形断面梁の塑性変形性能評価 DUCTILITY EVALUATION OF I-SECTION BEAMS WITH ISOGRID PURLIN
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拘束材に集成材を用いた座屈拘束ブレースの繰返し変形性能と破壊モード EXPERIMENTAL STUDY ON CYCLIC DEFORMATION CAPACITY AND FAILURE MODES OF BUCKLING-RESTRAINED BRACES WITH MASS TIMBER-RESTRAINERS
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Performance and failure modes of mass timber buckling-restrained braces under cyclic loading
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腹材の座屈を考慮した送電用山形鋼鉄塔架構の耐震診断手法 SIMPLE SEISMIC DAMAGE EVALUATION OF TRANSMISSION TOWER CONSIDERING POST BRACE-BUCKLING BEHAVIOR
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木鋼ハイブリッド構造の実用化におけるフィジビリティスタディ FEASIBILITY STUDY ON PRACTICAL USE OF TIMBER-STEEL HYBRID STRUCTURE
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Experimental Investigation of Friction at Buckling-Restrained Brace Debonding Interfaces
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両側フランジをラグスクリューで固定したドッグボーン付き木鋼ハイブリッド柱梁接合部の変形性能 DEFORMATION CAPACITY OF DOG BONE TIMBER-STEEL HYBRID CONNECTIONS WITH BOTH SIDE FLANGES FIXED BY LAG SCREWS
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Experimental dynamic characterization of friction brace dampers and application to the seismic retrofit of RC buildings
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SEISMIC RETROFIT OF RC BUILDINGS WITH VISCOUS DAMPERS AND ELASTIC STEEL FRAMES INCLUDING EFFECT OF COMPOSITE BEHAVIOR
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初期張力材付座屈拘束ブレースを用いた鉄骨架構の応答制御 RESPONSE CONTROL OF STEEL STRUCTURES USING BUCKLING-RESTRAINED BRACES WITH POST-TENSIONED CABLES
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ドッグボーン付き木鋼ハイブリッド柱梁接合部の弾塑性繰返し変形性能 CYCLIC ELASTO-PLASTIC DEFORMATION CAPACITY OF DOG BONE TIMBER-STEEL HYBRID CONNECTIONS
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Experimental and numerical studies on buckling restrained braces with posttensioned carbon fiber composite cables
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初期張力材付座屈拘束ブレースの繰返し載荷実験 CYCLIC LOADING TESTS OF BUCKLING-RESTRAINED BRACES WITH POST-TENSIONED CABLES
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Composite behavior in RC buildings retrofitted using buckling-restrained braces with elastic steel frames
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Experimental investigation of a multistage buckling-restrained brace
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径厚比の異なる円形鋼管ブレース付鋼構造骨組の累積変形性能と構造特性係数 CUMULATIVE DEFORMATION CAPACITY AND STRUCTURAL DUCTILITY FACTOR OF CIRCULAR HOLLOW SECTION STEEL BRACED FRAMES WITH DIFFERENT DIAMETER THICKNESS RATIO
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部材破断を考慮したブレース付鋼構造骨組の振動台実験 SHAKE TABLE TESTING OF STEEL BRACED FRAME CONSIDERING MEMBER FRACTURE
