1000-6869
2009 Issue 3
Research on seismic behavior of full-scale high-strengt concrete frame columns with high axial compression ratios
LU Xilin;ZHANG Guojun;CHEN Shaolin
LU Xilin;ZHANG Guojun;CHEN Shaolin
..............page:20-26
Research on reinforced block short-leg masonry shear wall
WANG Fenglai;FEI Hongtao
WANG Fenglai;FEI Hongtao
..............page:71-78
In-plane stability behavior and application of parabolic arches under pure compression
LIN Bing;GUO Yanlin
LIN Bing;GUO Yanlin
..............page:103-111
Wind-induced responses of cantilevered steel roof of Olympic Park Tennis Center Stadium
TIAN Yuji;YANG Qingshan
TIAN Yuji;YANG Qingshan
..............page:126-133
Experimental research on mechanical property of reactive powder concrete with fly ash and blast slag beam
ZHENG Wenzhong;LU Shanshan;ZHANG Minghui
ZHENG Wenzhong;LU Shanshan;ZHANG Minghui
..............page:62-70
Wind-induced vibration coefficient for elliptic paraboloid suspension-dome of large rise-span ratio
LUO Bin;GUO Zhengxing;WANG Yongquan
LUO Bin;GUO Zhengxing;WANG Yongquan
..............page:144-151
Pseudo dynamic experimental study on highrise steel-concrete hybrid structure
LU Tiejian;QIN Sujuan;LUO Yingsong;YU Zhiwu
LU Tiejian;QIN Sujuan;LUO Yingsong;YU Zhiwu
..............page:27-35
Damage diagnosis of space truss based on change of elemental strain modal
LI Yongmei;GAO Xiangyu;SHI Yansheng;ZHOU Xiyuan
LI Yongmei;GAO Xiangyu;SHI Yansheng;ZHOU Xiyuan
..............page:152-159
Experimental study on in-plane stability of welded I-section steel parabolic arches
GUO Yanlin;LIN Bing;GUO Yufei
GUO Yanlin;LIN Bing;GUO Yufei
..............page:95-102
Comparison among axial behaviors of rectangular CFT stub columnom by adopting five material models of concrete
CHEN Xi;ZHOU Deyuan
CHEN Xi;ZHOU Deyuan
..............page:120-125
Experimental study on aseismic performance of a full-scale multi-story residential building of CTSRC structure
FENG Peng;CHU Mingjin;HOU Jianqun;YE Lieping
FENG Peng;CHU Mingjin;HOU Jianqun;YE Lieping
..............page:1-10
Experimental study on bending strength of cold-formed steel C-section members
ZHANG Yaochun;WANG Haiming
ZHANG Yaochun;WANG Haiming
..............page:53-61
Experimental study and design recommendation on concrete cover thickness of GFRP/steel wire composite rebars
HAO Qingduo;WANG Yanlei;OU Jinping
HAO Qingduo;WANG Yanlei;OU Jinping
..............page:87-94
Shaking table test of special concentrically braced steel frame with pinned connections for main structure of a large thermal power plant
ZHANG Wenyuan;YU Haifeng;ZHANG Yaochun;SUN Yusong;LIU Chungang
ZHANG Wenyuan;YU Haifeng;ZHANG Yaochun;SUN Yusong;LIU Chungang
..............page:11-19
Experimental study and design recommendations on seismic behavior of spatial steel frame concrete frame structures
TANG Xingrong;HE Baolin
TANG Xingrong;HE Baolin
..............page:45-52
Research on seismic influence coefficient of seismic isolated structure with different damping ratio
WANG Shuguang;DU Dongsheng;LIU Weiqing;FENG Demi
WANG Shuguang;DU Dongsheng;LIU Weiqing;FENG Demi
..............page:112-119
Experimental study on ultimate load-carrying capacities of concrete filled steel tubular battened columns
CHEN Baochun;SONG Fuehun
CHEN Baochun;SONG Fuehun
..............page:36-44
Numencal simulation on wind load characteristics and wind environment for Olympic Park Tennis Centre Stadium
GU Lei;QI Hongtuo;LIU Hongjun;FU Xueyi
GU Lei;QI Hongtuo;LIU Hongjun;FU Xueyi
..............page:134-143
Durability life prediction of prestressed concrete structures in an erosive environment with fatigue subjoining freezing-thawing circle
LIU Ronggui;FU Kai;YAN Tingcheng;CHEN Yu
LIU Ronggui;FU Kai;YAN Tingcheng;CHEN Yu
..............page:79-86