1000-6869
2006 Issue 2
Design and research on composite steel and concrete frame-core wall structure
HOU Guangyu;CHEN Binlei;MIAO Qisong;LIU Xiangyang;HUANG Jia
HOU Guangyu;CHEN Binlei;MIAO Qisong;LIU Xiangyang;HUANG Jia
..............page:1-9
Shaking table model test of Beijing LG Building
LI Jianbao;LU Xilin;LU Wensheng;ZHAO Bin;HOU Guangyu;CHEN Binlei
LI Jianbao;LU Xilin;LU Wensheng;ZHAO Bin;HOU Guangyu;CHEN Binlei
..............page:10-14,39
Research on restraining moment of single-plate connection between RC wall and steel truss (steel girder)
HUANG Jia;MIAO Qisong;HOU Guangyu
HUANG Jia;MIAO Qisong;HOU Guangyu
..............page:15-19
Experimental study on the cyclic behavior of composite circular column-steel beam frame joints
ZHAO Jun;TIAN Shourui;ZOU Jingchun;CHEN Xiangdong;HOU Guangyu;CHEN Binlei;LIU Xiangyang
ZHAO Jun;TIAN Shourui;ZOU Jingchun;CHEN Xiangdong;HOU Guangyu;CHEN Binlei;LIU Xiangyang
..............page:20-27
Study of shear bearing capacity for composite circular column-steel beam connection of composite frame under cyclic loading
HOU Guangyu;CHEN Binlei;LIU Xiangyang;ZHAO Jun;CHEN Xiangdong;TIAN Shourui
HOU Guangyu;CHEN Binlei;LIU Xiangyang;ZHAO Jun;CHEN Xiangdong;TIAN Shourui
..............page:28-32,56
Experimental study on the seismic behavior of embedded anchors for the single-plate connection between steel truss and concrete wall
ZHAO Jun;ZHANG Baoquan;CHEN Xiangdong;ZHAO Hongmei;HOU Guangyu;MIAO Qisong
ZHAO Jun;ZHANG Baoquan;CHEN Xiangdong;ZHAO Hongmei;HOU Guangyu;MIAO Qisong
..............page:33-39
Seismic design of tortionally coupled buildings
FU Changsheng
FU Changsheng
..............page:40-46
Research on cyclic behavior of welded and bolted steel frames
GUO Bing;GUO Yanlin;LIU Feng;LI Guangming;CHI Yun
GUO Bing;GUO Yanlin;LIU Feng;LI Guangming;CHI Yun
..............page:47-56
Experimental study on tapered beam flange moment connection steel frames under cyclic reversed loading
HUANG Bingsheng;SHU Ganping;LU Zhitao
HUANG Bingsheng;SHU Ganping;LU Zhitao
..............page:57-63
Load-displacement hysteretic behavior of concrete filled double skin (CHS inner and SHS outer) steel tubular columns
HUANG Hong;HAN Linhai;TAO Zhong
HUANG Hong;HAN Linhai;TAO Zhong
..............page:64-74
Nonlinear finite element analysis of the concrete filled square steel tubular column to steel beam connections under low-cycle reversed loading
ZONG Zhouhong;GE Jiping;YANG Qiangyue
ZONG Zhouhong;GE Jiping;YANG Qiangyue
..............page:75-81
Experimental study on the load bearing capacity of a new style joint between the cable and concrete filled tubular arch bridge
WANG Yuanqing;ZHANG Yong;ZHU Lei;SHI Yongjiu;XU Yue
WANG Yuanqing;ZHANG Yong;ZHU Lei;SHI Yongjiu;XU Yue
..............page:82-87,99
Design and test of 33m-span composite open-web plate
HUANG Yong;SONG Jia;DUAN Yuzhong
HUANG Yong;SONG Jia;DUAN Yuzhong
..............page:88-93
Experimental study on stress redistribution of reinforcing steel in prestressed concrete beams under fatigue loading
FENG Xiufeng;SONG Yupu;ZHANG Jianyang;QU Xiuhua
FENG Xiufeng;SONG Yupu;ZHANG Jianyang;QU Xiuhua
..............page:94-99
Experimental study on shear capacity of reinforced concrete corbel with steel fiber
GAO Danying;ZHAO Jun;ZHU Haitang
GAO Danying;ZHAO Jun;ZHU Haitang
..............page:100-106
Application of image fusion technology in detecting interior damage of concrete beams
WANG Ting;LI Jie;ZHAO Ming
WANG Ting;LI Jie;ZHAO Ming
..............page:107-114
Study of optimum design of single layer dome structures based on niche genetic algorithm
MU Zaigen;LIANG Jie;SUI Jun;NING Pinghua;YAN Mou
MU Zaigen;LIANG Jie;SUI Jun;NING Pinghua;YAN Mou
..............page:115-119
Experimental research on the mechanical properties of prestressing steel wire (fptk=1770N/mm2, d = 5mm, low relaxation) at and after high temperature
ZHENG Wenzhong;HU Qiong;ZHANG Haoyu
ZHENG Wenzhong;HU Qiong;ZHANG Haoyu
..............page:120-128