EFFECT OF MULTIPLE COLLAPSE MODES ON DYNAMIC FAILURE OF STRUCTURES WITH STRUCTURAL INSTABILITY
暂无分享,去创建一个
[1] Hiroshi Akiyama,et al. Earthquake-resistant limit-state design for buildings , 1985 .
[2] Akinori Nakajima,et al. DYNAMIC FAILURE OF STRUCTURES WITH STRUCTURAL INSTABILITY , 1987 .
[3] Takashi Nishioka,et al. OPTIMUM DISTRIBUTION OF INPUT ENERGY AND STIFFNESS IN EARTHQUAKE RESISTANT DESIGN FOR SHEAR MULTI-MASS SYSTEMS , 1986 .
[4] Akinori Nakajima,et al. DYNAMIC STRENGTH CHARACTERISTICS OF AXIALLY LOADED COLUMNS SUBJECTED TO PERIODIC LATERAL ACCELERATION , 1984 .
[5] Takahiro Kunii. FUNDAMENTAL STUDIES ON APPROXIMATIVE METHOD OF CALCULATION OF NON-LINEAR EARTHQUAKE RESPONSE , 1971 .
[6] Kiyotaka Morisako,et al. Collapse of SDOF system to harmonic excitation , 1985 .
[7] Hiroshi Akiyama,et al. COLLAPSE CRITERION FOR MULTI-STORIED SHEAR-TYPE BUILDINGS UNDER EARTHQUAKES , 1976 .
[8] Hiroshi Akiyama,et al. ASEISMIC LIMIT DESIGN OF STEEL RIGID FRAMES , 1975 .
[9] Takashi Nishioka,et al. CONTROL OF INPUT ENERGY FOR ELASTO-PLASTIC MULTI-MASS SYSTEMS SUBJECTED TO SEISMIC MOTION , 1985 .
[10] Tsutomu Sawada,et al. FUNDAMENTAL STUDY ON EVALUATION OF DAMAGE OF STEEL PIERS WITH BOX CROSS-SECTION BASED ON ENERGY CONCEPT , 1987 .