1000-6869
2013 Issue 7
Practical solution mode of pseudo-excitation method corresponding to single and multiple point load input
guo wei ; yu zhi wu ; liu guo huan ; zuo liang
guo wei ; yu zhi wu ; liu guo huan ; zuo liang
..............page:11-19
Seismic performance objectives and evaluation of existing reinforced concrete structures
zhang yu ; li hong nan ; li gang
zhang yu ; li hong nan ; li gang
..............page:29-39
Study on simplified modeling and energy dissipation distribution of the Shanghai Tower
lu xin zheng ; lu xiao ; li meng zuo ; ye lie ping ; ma xiao wei
lu xin zheng ; lu xiao ; li meng zuo ; ye lie ping ; ma xiao wei
..............page:1-10
Skyline-based most unfavorable earthquake ground motion selection procedure based on skyline query
shi zuo ; pan peng ; ye lie ping ; wang chao kun ; xu ya jun
shi zuo ; pan peng ; ye lie ping ; wang chao kun ; xu ya jun
..............page:20-28
Failure mechanism of interface bond behavior between circular steel tube and recycled aggregate concrete by push-out test
xu jin jun ; chen zong ping ; xue jian yang ; su yi sheng
xu jin jun ; chen zong ping ; xue jian yang ; su yi sheng
..............page:148-157
Behavior and design method of fixed-fixed buckling-restrained braces
guo yan lin ; wang xiao an ; jiang zi qin
guo yan lin ; wang xiao an ; jiang zi qin
..............page:107-118
Testing comparison between strut-and-tie model method and empirical method for RC deep beams with openings
liu xia ; zhang zuo zhi ; yi wei jian ; he hua jun
liu xia ; zhang zuo zhi ; yi wei jian ; he hua jun
..............page:139-147
Finite element simulation of cold forming process of arch circular pipe
wang ren hua ; luo xing long ; chen yi yi
wang ren hua ; luo xing long ; chen yi yi
..............page:133-138
Behavior and design method of pinned-pinned buckling-restrained brace
wang xiao an ; guo yan lin ; jiang zi qin
wang xiao an ; guo yan lin ; jiang zi qin
..............page:97-106
Finite element analysis on damage detection of space grid structure node bolt looseness
liu cai zuo ; zhang yi gang ; wu jin zhi
liu cai zuo ; zhang yi gang ; wu jin zhi
..............page:125-132
Experimental research on effect of unbonding material on mechanical behavior of all-steel buckling-restrained brace
chen quan ; li tao ; wang chun lin ; meng shao ping
chen quan ; li tao ; wang chun lin ; meng shao ping
..............page:119-124
Experimental study on seismic behavior of frame structure with damped infill wall
zhou yun ; guo yang zhao ; yang guan nan ; liao zuo fa
zhou yun ; guo yang zhao ; yang guan nan ; liao zuo fa
..............page:89-96
Shaking table test on high-rise isolated structure on soft soil foundation
li chang ping ; liu wei qing ; wang shu guang ; du dong sheng ; wang hai
li chang ping ; liu wei qing ; wang shu guang ; du dong sheng ; wang hai
..............page:72-78
Finite element analysis of structural ductility for diagrid tube structure with buckling restrained braces
zhao feng ; zhang chong hou
zhao feng ; zhang chong hou
..............page:56-61
Lateral force resistant capacity of stiffened steel plate shear walls with openings
nie jian guo ; zhu li ; fan jian sheng ; fan zhong ; liu xue lin
nie jian guo ; zhu li ; fan jian sheng ; fan zhong ; liu xue lin
..............page:79-88
Experimental study on seismic performance of prestressed steel reinforced concrete frame structure under vertical reversed loading
gao feng ; xiong xue yu
gao feng ; xiong xue yu
..............page:62-71
Study on seismic collapse resistance evaluation method of weak layer in RC frame structures
jia hao hua ; wei de min
jia hao hua ; wei de min
..............page:40-46
Experimental research on seismic performance and analysis on load bearing mechanism of steel truss-to-circular CFT column subassemblage
li zhi qiang ; wang wei ; chen yi yi
li zhi qiang ; wang wei ; chen yi yi
..............page:47-55