1000-6869
2012 Issue 3
Experimental research on static behavior of big eccentric circular hollow section（CHS） N-joints with inclination brace under compression in anti-symmetrical Pratt truss
chen yu ; liu fei fei
chen yu ; liu fei fei
..............page:30-38
Experimental study on out-of-plane bending performance of concrete filled circular hollow section X-joints
chen yu ; zhang zuan hu
chen yu ; zhang zuan hu
..............page:39-47
Study on damage connection behavior of weld in steel frame I of beam-to-column ： experiment
shi yong jiu ; xiong jun ; wang yuan qing
shi yong jiu ; xiong jun ; wang yuan qing
..............page:48-55
Study on damage behavior of weld of beam-to-column connection in steel frame 11 ： theoretical analysis and finite element simulation
shi yong jiu ; xiong jun ; wang yuan qing
shi yong jiu ; xiong jun ; wang yuan qing
..............page:56-61
Formula for bearing capacity of conical head in large-diameter bolted spherical joints of spaee grid struetures
chen long zhong ; tong le wei ; chen yang zuo
chen long zhong ; tong le wei ; chen yang zuo
..............page:62-69
Experimental study on hysteretic behavior of high strength steel box-section columns
shi gang ; deng chun sen ; ban hui yong ; chen yi yi ; wang yuan qing ; shi yong jiu
shi gang ; deng chun sen ; ban hui yong ; chen yi yi ; wang yuan qing ; shi yong jiu
..............page:1-7
Experimental study on mechanical performance of novel cast aluminum joints in aluminum reticulated shell structures
shi gang ; luo cui ; wang yuan qing ; shi yong jiu ; li guo xing
shi gang ; luo cui ; wang yuan qing ; shi yong jiu ; li guo xing
..............page:70-79
Experimental study on ultimate bearing capacity of axially compressed high strength steel columns
li guo qiang ; wang yan bo ; chen su wen
li guo qiang ; wang yan bo ; chen su wen
..............page:8-14
Experimental study of shear behavior of anchor bolt connections at steel column bases
ai wen chao ; tong gen shu ; zhang lei ; gan gang ; shen jin
ai wen chao ; tong gen shu ; zhang lei ; gan gang ; shen jin
..............page:80-88
Cyclic loading test on welded connection of high strength steel Q460C
shi gang ; wang fei ; dai guo xin ; wang yuan qing ; shi yong jiu
shi gang ; wang fei ; dai guo xin ; wang yuan qing ; shi yong jiu
..............page:15-21
Experimental study on cold-formed steel three limbs built-up section members under axial compression
zhou tian hua ; nie shao feng ; liu xiang bin
zhou tian hua ; nie shao feng ; liu xiang bin
..............page:22-29
..............page:88-88
Experimental study of anchorage connection for buckling restrained braces
li guo qiang ; guo xiao kang ; sun fei fei ; liu yu zuo ; chen zuo
li guo qiang ; guo xiao kang ; sun fei fei ; liu yu zuo ; chen zuo
..............page:89-95
Low-cycle reversed loading tests on joints of H-style steel beam-square steel tubular column filled with concrete with opening holes at beam flanges and web
wang wan zuo ; yang bao zheng ; huang you qian ; ji hai tao
wang wan zuo ; yang bao zheng ; huang you qian ; ji hai tao
..............page:96-103
Study on tornado model and tornado-induced wind loads
tang zhuo ; zhang yuan ; lv ling yi
tang zhuo ; zhang yuan ; lv ling yi
..............page:104-110
..............page:110-110
Refined research on wind-induced response of roof structure of a large museum based on consistent coupled method
ke shi tang ; ge yao jun
ke shi tang ; ge yao jun
..............page:111-117
Wind tunnel test on wind load characteristic of low-rise sloping roof buildings
nie shao feng ; zhou xu hong ; shi yu ; gou chao wei ; zhou tian hua
nie shao feng ; zhou xu hong ; shi yu ; gou chao wei ; zhou tian hua
..............page:118-125
Experimental study on simulation of downburst in atmospheric boundary layer wind tunnel
duan zuo ; xie zhuang ning ; shi bi qing
duan zuo ; xie zhuang ning ; shi bi qing
..............page:126-131
Full-scale experimental research on steel asphalt isolation pier
shang shou ping ; huang qun tang ; shen rong ; zhu bo wen
shang shou ping ; huang qun tang ; shen rong ; zhu bo wen
..............page:132-139