1002-848X
2014 Issue 9
Research status and development of the steel-concrete composite coupling beam
Shi Qingxuan;Tian Jianbo;Wang Nan;Guo Zhifeng;School of Civil Engineering;Xi’an University of Architecture and Technology;
Shi Qingxuan;Tian Jianbo;Wang Nan;Guo Zhifeng;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:1-8
..............page:5
..............page:5
Experimental study on axial compression capacity of concrete-filled square steel tubular columns with opening hole damage
Chen Zongping;Chen Yuliang;Zhong Ming;Xue Jianyang;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of China Ministry of Education;Guangxi University;
Chen Zongping;Chen Yuliang;Zhong Ming;Xue Jianyang;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of China Ministry of Education;Guangxi University;
..............page:9-14
Pure torsional experiment and damage analysis of angle steel truss reinforced concrete beams
Wang Ni;Chen Zongping;Yan Liubin;Chen Yuliang;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of China Ministry of Education;Guangxi University;
Wang Ni;Chen Zongping;Yan Liubin;Chen Yuliang;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of China Ministry of Education;Guangxi University;
..............page:15-21
Experimental research and theoretical analysis on torsional behavior of H-shaped steel encased reinforced concrete beams
Zhu Xiaojun;Zhang Genyu;Liang Shuting;College of Civil Engineering;Southeast University;China Architectural Design & Research Group;
Zhu Xiaojun;Zhang Genyu;Liang Shuting;College of Civil Engineering;Southeast University;China Architectural Design & Research Group;
..............page:22-28
Experimental study on the cracking resistance performance of ribbed steel plate-concrete composite components
Xu Yong;Zhou Zhixiang;School of Civil Engineering;Southwest Jiaotong University;School of Civil Engineering & Architecture;Chongqing Jiaotong University;
Xu Yong;Zhou Zhixiang;School of Civil Engineering;Southwest Jiaotong University;School of Civil Engineering & Architecture;Chongqing Jiaotong University;
..............page:29-33
..............page:33
Research on plastic hinge length of concrete-filled rectangular steel tube frames
Li Bin;Yang Xiaoyun;Gao Chunyan;Architecture and Civil Engineering Institute;Inner Mongolia University of Science and Technology;College of Aerospace Engineering;Nanjing University of Aeronautics and Astronautics;
Li Bin;Yang Xiaoyun;Gao Chunyan;Architecture and Civil Engineering Institute;Inner Mongolia University of Science and Technology;College of Aerospace Engineering;Nanjing University of Aeronautics and Astronautics;
..............page:34-38
Stress analysis and strain monitoring of steel structure critical joints of China Guangdong Nuclear Power Group Building during construction stage
Han Jie;Zhao Chao;Huang Hao;Guangdong Dayawan Nuclear Power Group Co.;Ltd.;College of Civil Engineering;Chongqing University;
Han Jie;Zhao Chao;Huang Hao;Guangdong Dayawan Nuclear Power Group Co.;Ltd.;College of Civil Engineering;Chongqing University;
..............page:39-42
..............page:42
Analysis on shear lag effect of axial tension plate with side fillet welding connection
Luo Zheng;Lei Siwei;Zhang Fengliang;School of Civil Engineering;Xi’an University of Architecture and Technology;Shaanxi Institute of Architecture Science;
Luo Zheng;Lei Siwei;Zhang Fengliang;School of Civil Engineering;Xi’an University of Architecture and Technology;Shaanxi Institute of Architecture Science;
..............page:43-47
Local stability study of steel members under axial compression at room and elevated temperature
Wang Weiyong;Li Guoqiang;Huang Jie;School of Civil Engineering;Chongqing University;State Key Lab for Disaster Reduction in Civil Engineering;Tongji University;
Wang Weiyong;Li Guoqiang;Huang Jie;School of Civil Engineering;Chongqing University;State Key Lab for Disaster Reduction in Civil Engineering;Tongji University;
..............page:48-52+21
Temperature analysis for solid coated Ⅰ-shaped steel beam
Chen Xiangrong;Zhu Min;Wu Jianhua;School of Civil Engineering;Xi’an University of Architecture and Technology;Baosteel Construction System Intergration Co.;Ltd.;
Chen Xiangrong;Zhu Min;Wu Jianhua;School of Civil Engineering;Xi’an University of Architecture and Technology;Baosteel Construction System Intergration Co.;Ltd.;
..............page:53-56
Seismic response analysis on transmission tower-wire coupled system under the excitation of traveling waves
Wu Xiufeng;Pang Jilei;Deng Jinxin;Institute of Architecture and Civil Engineering;Liaoning Technical University;
Wu Xiufeng;Pang Jilei;Deng Jinxin;Institute of Architecture and Civil Engineering;Liaoning Technical University;
..............page:57-59
..............page:59
Influence analysis of recycled coarse aggregate replacement ratio on mechanical behavior of reinforced recycled concrete components
Chen Zongping;Chen Yuliang;Zhan Donghui;Xue Jianyang;College of Civil Engineering and Architecture;Guangxi University;Guangxi Key Laboratory of Disaster Prevention and Structural Safety;
Chen Zongping;Chen Yuliang;Zhan Donghui;Xue Jianyang;College of Civil Engineering and Architecture;Guangxi University;Guangxi Key Laboratory of Disaster Prevention and Structural Safety;
..............page:60-64
Study of the pre-camber of bonded post-tensioned pre-stressed concrete beam
Liu Haiqing;Liu Shi;Zhang Junfeng;Chen Yifan;Liu Xing;Song Yankai;College of Civil Engineering and Architecture;Liaoning Technical University;China Xinxing Construction and Development General Co.;Fuxin Construction and Development Co.;Ltd.;
Liu Haiqing;Liu Shi;Zhang Junfeng;Chen Yifan;Liu Xing;Song Yankai;College of Civil Engineering and Architecture;Liaoning Technical University;China Xinxing Construction and Development General Co.;Fuxin Construction and Development Co.;Ltd.;
..............page:65-67+14
Calculation for normal section bearing capacity of reinforced concrete members using the constitutive relation
Wu Xiao;Yang Lijun;Huang Zhigang;Hunan University of Arts & Science;
Wu Xiao;Yang Lijun;Huang Zhigang;Hunan University of Arts & Science;
..............page:68-71
Experimental research on neutralization mechanisms of concrete suffered from high temperature
Gao Rundong;Li Xiangmin;Xu Qingfeng;Wang Qiong;Yu Linfeng;Shanghai Key Laboratory of New Technology Research on Engineering Structure;Shanghai Research Institute of Building Sciences;Co.;Ltd.;
Gao Rundong;Li Xiangmin;Xu Qingfeng;Wang Qiong;Yu Linfeng;Shanghai Key Laboratory of New Technology Research on Engineering Structure;Shanghai Research Institute of Building Sciences;Co.;Ltd.;
..............page:72-74
Analysis of construction technology on Wangyue Pavilion of Golden Phoenix Temple in Ya’an
Li Jing;Zeng Yusheng;Chen Tingting;College of Urban and Rural Construction;Sichuan Agricultural University;
Li Jing;Zeng Yusheng;Chen Tingting;College of Urban and Rural Construction;Sichuan Agricultural University;
..............page:75-78
Experimental study of low-cycle loading test on Song-style and Qing-style dougong
Shao Yun;Qiu Hongxing;Yue Zhi;Chun Qing;School of Civil Engineering;Southeast University;Key Lab of Urban &Architectural Heritage Conservation;Ministry of Education;Southeast University;
Shao Yun;Qiu Hongxing;Yue Zhi;Chun Qing;School of Civil Engineering;Southeast University;Key Lab of Urban &Architectural Heritage Conservation;Ministry of Education;Southeast University;
..............page:79-82+38
Nonlinear finite element analysis on reinforced effect of domestic laminated timber
Zhang Zhongfeng;Zhou Xianyan;Furniture and Art College;Central South University of Forestry and Technology;
Zhang Zhongfeng;Zhou Xianyan;Furniture and Art College;Central South University of Forestry and Technology;
..............page:83-88
Failure behaviour of square timber columns confined by hoop and helix arrangements of FRP under axial compression
Liang Wei;Yuan Shucheng;Wang Qingyuan;Dong Jiangfeng;School of Architecture and Environment;Sichuan University;
Liang Wei;Yuan Shucheng;Wang Qingyuan;Dong Jiangfeng;School of Architecture and Environment;Sichuan University;
..............page:89-92
Experimental study of nail joints of shear walls under different cladding conditions in wood frame structures
Que Zeli;Yang Ling;Zhao Dan;Wang Yongbing;Wu Yong;Department of Wooden Structure Construction Engineering;Nanjing Forestry University;Suzhou Crownhomes Co.;Ltd.;
Que Zeli;Yang Ling;Zhao Dan;Wang Yongbing;Wu Yong;Department of Wooden Structure Construction Engineering;Nanjing Forestry University;Suzhou Crownhomes Co.;Ltd.;
..............page:93-96