1007-9963
2016 Issue 12
SEISMIC RESPONSE OF DOUBLE-LAYER SPHERICAL LATTICE SHELLS WITH THE MODIFIED TRIPLE FRICTION PENDULUM BEARING
Li Xiaodong;,Zhang Kai;,Zhang Jiayuan;
Li Xiaodong;,Zhang Kai;,Zhang Jiayuan;
..............page:1-6
FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF EDGE BEAM WITH WELDED HAUNCH IRREGULAR JOINT IN WEAK-AXIS CONNECTION
Lu Linfeng;,Huang Penggang;,Zhang Shun;
Lu Linfeng;,Huang Penggang;,Zhang Shun;
..............page:7-12
CRITICAL STATE ANALYSIS OF LOCAL BUCKLING IN STEEL BEAM BASED ON DAMAGE CONSTITUTIVE MODEL
Guo Gang;,Li Jun;,Yin Sujie;,Li Haiying;
Guo Gang;,Li Jun;,Yin Sujie;,Li Haiying;
..............page:13-17
RESEARCH ON THE FLEXURAL CAPACITY OF MAIN TUBE OF PLANAR TUBE-GUSSET K-JOINT
Wang Menghong;,Bai Yingbo;,Guo Xiaodong;
Wang Menghong;,Bai Yingbo;,Guo Xiaodong;
..............page:18-23
STABILITY ANALYSIS OF DOUBLE SYMMETRIC I-SECTION CANTILEVER STEEL BEAMS
He Bin;,Fu Guo;,Tian Xingyun;,Zhang Bo;
He Bin;,Fu Guo;,Tian Xingyun;,Zhang Bo;
..............page:24-27
RESEARCH ON THE OVERALL FLEXURAL STIFFNESS OF ASSEMBLED BOX HOUSE
Zhang Junfeng;,Yang Dayong;,Hu Wenti;,Liu Cunfang;
Zhang Junfeng;,Yang Dayong;,Hu Wenti;,Liu Cunfang;
..............page:28-32,12
RELIABILITY ANALYSIS AND RISK PROBABILITY FORECAST OF BRIDGE STRUCTURE BASED ON THE RSM
Guo Yuehong;,Shi Yanchi;,Xu Youjun;
Guo Yuehong;,Shi Yanchi;,Xu Youjun;
..............page:33-36
..............page:37-43,17
STUDY OF THE AXIAL COMPRESSION PERFORMANCE OF FRP PIPE AND STEEL TUBE COMPOSITE CONCRETE SHORT COLUMNS
Han Junqiang;
Han Junqiang;
..............page:44-46,68
DISPLACEMENT-BASED SEISMIC FRAGILITY ANALYSIS METHOD FOR POWER TRANSMISSION TOWER
Zhang Wei;,Zhou Qiang;,Tang Keren;
Zhang Wei;,Zhou Qiang;,Tang Keren;
..............page:47-52
RESEARCH ON THE ICE-SHEDDING DYNAMIC RESPONSE OF UHV GUYED SINGLE-MAST TOWER
Yang Wengang;,Gao Song;,Ge Yongqing;
Yang Wengang;,Gao Song;,Ge Yongqing;
..............page:53-57,27
COMPARATIVE STUDY OF THE APPROPRIATE TECHNOLOGIES FOR STEEL HOUSING INDUSTRY AT HOME AND ABROAD
Zhao Likun;,Zhang Qibin;,Ji Yingbo;,Yao Fuyi;
Zhao Likun;,Zhang Qibin;,Ji Yingbo;,Yao Fuyi;
..............page:58-63
MECHANICAL PERFORMANCE OF PRESTRESSED BEAM-TO-BEAM SPLICED CONNECTION FOR PREFABRICATED STEEL STRUCTURE
Jiao Yufeng;,Zhang Dian;,Liu Fengjun;,Zhao Guo;
Jiao Yufeng;,Zhang Dian;,Liu Fengjun;,Zhao Guo;
..............page:64-68
RESEARCH ON DESIGN METHOD OF COLUMN-REMOVED RECTANGULAR TUBE-TRUSS ROOF PORTAL FRAME
Hu Chuan;,Chen Shuirong;,Zhang Tongzhong;,Liu Xiaofan;,Wang Jie Li;,Xiangjie;
Hu Chuan;,Chen Shuirong;,Zhang Tongzhong;,Liu Xiaofan;,Wang Jie Li;,Xiangjie;
..............page:69-73
..............page:74-78
..............page:78,116
COMPARATIVE ANALYSIS OF DIFFERENT TYPES OF STEEL-CONCRETE COMPOSITE FLOORS' IN-PLANE STIFFNESS
Du Derun;,Wu Jingfu;,Jiang Jitong;
Du Derun;,Wu Jingfu;,Jiang Jitong;
..............page:79-81,63
ANALYSIS OF DETAILED STRESSES CALCULATION AND OPTIMIZATION FOR ORTHOTROPIC STEEL DECK OF BOX GIRDER OF LONG-SPAN CABLE-STAYED BRIDGE
Gou Chao;,Zheng Kaifeng;,Li Huaiguang;,Heng Junlin;,Wu Zhenwang;,Zhang Yu;
Gou Chao;,Zheng Kaifeng;,Li Huaiguang;,Heng Junlin;,Wu Zhenwang;,Zhang Yu;
..............page:82-87
..............page:88-91,116
MANUFACTURING TECHNOLOGY FOR STEEL BOX COLUMN
Zhao Xiaobing;,Zheng Zhongkai;,Pan Jianfeng;,Liu Xiaobin;,Zhang Zhiwei;
Zhao Xiaobing;,Zheng Zhongkai;,Pan Jianfeng;,Liu Xiaobin;,Zhang Zhiwei;
..............page:92-95
RESEARCH AND APPLICATION OF SUPPORT-FREE CONSTRUCTION TECHNOLOGY FOR A OVER ONE-HUNDRED-METER ALTITUDE AND LONG-SPAN CANTILEVER STEEL STRUCTURE
Wang Fuqin;,Liu Minglu;,Qin Chao;,Du Jiangang;,Zhu Shuwen;
Wang Fuqin;,Liu Minglu;,Qin Chao;,Du Jiangang;,Zhu Shuwen;
..............page:96-99
INSTALLATION TECHNOLOGY AND FINITE ELEMENT ANALYSIS OF THE STEEL STRUCTURE ROOF OF A PROJECT
Liu Feng;,Meng Jian;
Liu Feng;,Meng Jian;
..............page:100-104
RESEARCH ON THE HYSTERETIC PERFORMANCE OF ASYMMETRICAL CROSS-SECTION STEEL SINGLE-STEP COLUMN BASED ON THE MATERIAL PERFORMANCE DEGRADATION
Wu Haiying;,Lei Honggang;,Chen Y. Frank;
Wu Haiying;,Lei Honggang;,Chen Y. Frank;
..............page:105-111,78
..............page:112-116