1000-6869
2005 Issue 2
Experimental study on shear behavior of RC beams strengthened with stainless steel wire mesh and permeability polymer mortar
NIE Jianguo;CAI Qi;ZHANG Tianshen;WANG Hanbing;QIN Kai
NIE Jianguo;CAI Qi;ZHANG Tianshen;WANG Hanbing;QIN Kai
..............page:10-17
Experimental investigation into the strengthening of eccentric compression RC column using composite mortar laminate reinforced with mesh reinforcement
SHANG Shouping;JIANG Longmin;ZHANG Maoxin
SHANG Shouping;JIANG Longmin;ZHANG Maoxin
..............page:18-25,33
Long-span lattice portal frame and its structural behavior
DENG Hua;JIANG Qunfeng;ZHANG Mingshan
DENG Hua;JIANG Qunfeng;ZHANG Mingshan
..............page:26-33
The model experimental research on rib-patterned large-span spatial cable-truss tensile structure with annular plane
LIN Jun;FENG Qinxing;DONG Shilin
LIN Jun;FENG Qinxing;DONG Shilin
..............page:34-39,45
Practical method for spatial wind-induced dynamic response and equivalent wind load of cantilevered roofs of stadiums
ZHANG Xin;HUANG Bencai;XU Xiaoming;LIN Gao
ZHANG Xin;HUANG Bencai;XU Xiaoming;LIN Gao
..............page:40-45
Exact element method for form-finding analysis of cable structures
YUAN Si;CHENG Daye;YE Kangsheng
YUAN Si;CHENG Daye;YE Kangsheng
..............page:46-51
Experimental research on a new type of bond-retarded prestressed system
ZHAO Jianchang;LI Yonghe;WANG Qicai
ZHAO Jianchang;LI Yonghe;WANG Qicai
..............page:52-59
Experimental study on seismic behavior of prestressed fabricated PC frame connections
LIU Bingkang;ZHANG Yuzhong;JIN Zhefeng;SHI Fake;CHANG Xianfeng
LIU Bingkang;ZHANG Yuzhong;JIN Zhefeng;SHI Fake;CHANG Xianfeng
..............page:60-65,116
Calculation of the differential shortening of steel frame-reinforced concrete core-wall structure
ZHOU Xuhong;HUANG Xiangxiang;WANG Yihong;DI Jin;LIU Yongjian
ZHOU Xuhong;HUANG Xiangxiang;WANG Yihong;DI Jin;LIU Yongjian
..............page:66-73
Cyclic tests of semirigid end-plate connections in multi-story steel frames
SHI Gang;SHI Yongjiu;LI Shaofu;WANG Yuanqing
SHI Gang;SHI Yongjiu;LI Shaofu;WANG Yuanqing
..............page:74-80,93
Research on the design method of base-isolated structure of Suqian Renfang Zhihui Building
LIU Weiqing;WANG Shuguang;LIN Yong
LIU Weiqing;WANG Shuguang;LIN Yong
..............page:81-86
Study on model test of highrise chimney subjected to vertical seismic action
CHEN Jianyun;ZHOU Jing;MA Hengchun;ZHU Tong
CHEN Jianyun;ZHOU Jing;MA Hengchun;ZHU Tong
..............page:87-93
Experimental research of high -strength concrete beams reinforced by high-strength bars under static loading and fatigue loading
ZHONG Ming;WANG Hailong;LIU Zhongbo;MENG Jianwei
ZHONG Ming;WANG Hailong;LIU Zhongbo;MENG Jianwei
..............page:94-100
Experimental study on tenacity increase characteristics of steel fiber reinforced concrete and polypropylene fiber reinforced concrete under impact load
HU Jinsheng;YANG Xiumin;ZHOU Zaosheng;TANG Degao
HU Jinsheng;YANG Xiumin;ZHOU Zaosheng;TANG Degao
..............page:101-105
Torsional ultimate bearing capacity of centrifugal concrete filled steel tube based on model of failure line
JIN Weiliang;YUAN Weibin
JIN Weiliang;YUAN Weibin
..............page:106-111
Experimental research on material properties of new Ⅲ grade steel bars after fire
YU Zhiwu;WANG Zhongqiang;SHI Zhaofeng
YU Zhiwu;WANG Zhongqiang;SHI Zhaofeng
..............page:112-116
The simplified models and their precision for analysis of multi-story sliding isolated structures
MAO Lijun;LI Aiqun
MAO Lijun;LI Aiqun
..............page:117-123
Experimental study on geobelt reinforced gravel by large-scale triaxial test
HUANG Xianzhi;BAI Xiaohong
HUANG Xianzhi;BAI Xiaohong
..............page:124-128
Experimental study on flexural behavior of RC beams strengthened with stainless steel wire mesh and permeability polymer mortar
NIE Jianguo;WANG Hanbing;ZHANG Tianshen;CAI Qi;QIN Kai
NIE Jianguo;WANG Hanbing;ZHANG Tianshen;CAI Qi;QIN Kai
..............page:1-9