1007-6069
2015 Issue 1
Modal characterristics parameter analysis of rigid bracing dome
XUE Suduo;HE Yongfa;LI Xiongyan;GAO Zhanyuan;Spatial Structures Research Center;Beijing University of Technology;
XUE Suduo;HE Yongfa;LI Xiongyan;GAO Zhanyuan;Spatial Structures Research Center;Beijing University of Technology;
..............page:1-7
Experimental study and numerical simulation of seismic behavior of frame with high- strength lightweight aggregate concrete
LIU Boquan;LIU Xi;WANG Xuhui;WU Tao;School of Civil Engineering;Chang’an University;
LIU Boquan;LIU Xi;WANG Xuhui;WU Tao;School of Civil Engineering;Chang’an University;
..............page:8-15
Seismic risk assessment of ancient timber- structure
CHEN Ping;XIE Xiaoning;CHEN Te;School of Civil Eng.;Xi’an Univ. of Arch &Tech.;Shaanxi Tongji Architechtural Design Civil Engineering Co;Ltd.;Zhe Jiang Guangsha College of Applied Construction Technology;
CHEN Ping;XIE Xiaoning;CHEN Te;School of Civil Eng.;Xi’an Univ. of Arch &Tech.;Shaanxi Tongji Architechtural Design Civil Engineering Co;Ltd.;Zhe Jiang Guangsha College of Applied Construction Technology;
..............page:16-21
Seismic response analysis of bridge structure based on force analogy method
LIU Chunguang;YAO Chuanguo;LIU Yingzhou;Faculty of Infrastructure Engineering;Dalian University of Technology;College of Civil engineering & Architecture;Liaoning Technical University;
LIU Chunguang;YAO Chuanguo;LIU Yingzhou;Faculty of Infrastructure Engineering;Dalian University of Technology;College of Civil engineering & Architecture;Liaoning Technical University;
..............page:22-26
Practical method for calculation of frame structure’s shear stiffness
PEI Xingzhu;ZHANG Yingxue;School of Civil Engineering and Architecture;Jiangsu University of Science and Technology;SShanghai Cad Simula Design Technologies co.;Ltd;
PEI Xingzhu;ZHANG Yingxue;School of Civil Engineering and Architecture;Jiangsu University of Science and Technology;SShanghai Cad Simula Design Technologies co.;Ltd;
..............page:27-37
Mechanical properties and application analysis of a new type’s piezoelectric friction damper
WANG Sheliang;HAO Tao;ZHU Xiyu;ZHAN Meng;School of Civil Engineering;Xi’an University of Architecture and Technology;
WANG Sheliang;HAO Tao;ZHU Xiyu;ZHAN Meng;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:38-44
Research on dynamic stress- strain relationship of flyash- modified loess under dynamic load
WANG Jun;ZHONG Xiumei;CHAI Shaofeng;YANG Lichen;WANG Qian;WANG Ping;Lanzhou Institute of Seismology;CEA;Key Laboratory of Loess Earthquake Engineering;Gansu Earthquake Administration;CEA;Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province;Earthquake Administration of Qinghai Province;
WANG Jun;ZHONG Xiumei;CHAI Shaofeng;YANG Lichen;WANG Qian;WANG Ping;Lanzhou Institute of Seismology;CEA;Key Laboratory of Loess Earthquake Engineering;Gansu Earthquake Administration;CEA;Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province;Earthquake Administration of Qinghai Province;
..............page:45-51
Research on seismic performance of whole steel frame connected with T- steel
BU Xin;WANG Xinwu;HU Changjiao;School of Civil Engineering and Architecture;Wuhan University of Technology;Department of Civil Engineering;Luoyang Institute of Science and Technology;School of Civil Engineering;Henan University of Science and Technology;
BU Xin;WANG Xinwu;HU Changjiao;School of Civil Engineering and Architecture;Wuhan University of Technology;Department of Civil Engineering;Luoyang Institute of Science and Technology;School of Civil Engineering;Henan University of Science and Technology;
..............page:52-57
Experimental research on seismic behavior of flexible connection frame structure infilled with new masonry
ZHOU Xiaojie;JIANG Xuliang;XU Dandan;SONG Jinke;YANG Chenghao;School of Civil Engineering;Tianjin Chengjian University;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;
ZHOU Xiaojie;JIANG Xuliang;XU Dandan;SONG Jinke;YANG Chenghao;School of Civil Engineering;Tianjin Chengjian University;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;
..............page:58-68
Experimental study on seismic behavior of RC short columns under different loading angle and axial compression ratio
SONG Kun;LI Zhenbao;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;College of Civil Engineering and Mechanics;Yanshan University;
SONG Kun;LI Zhenbao;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;College of Civil Engineering and Mechanics;Yanshan University;
..............page:69-75
Seismic damage analysis of masonry structures with ground RC frame building during Iushan earthquake
TAN Hao;ZHANG Dianji;School of Resource and Civil Engineering;Wuhan Institute of Technology;
TAN Hao;ZHANG Dianji;School of Resource and Civil Engineering;Wuhan Institute of Technology;
..............page:76-81
Investigation and analysis of social influence after Lushan M_s7. 0 earthquake
ZHONG Jiangrong;ZHANG Linxin;YU Shizhou;Institute of Engineering Mechanics;China Earthquake Administration;
ZHONG Jiangrong;ZHANG Linxin;YU Shizhou;Institute of Engineering Mechanics;China Earthquake Administration;
..............page:82-88
Method for layout optimization and division of responsibility area for emergency shelter
CHU Jianyu;LIANG Jianwen;SU Youpo;ZHANG Lihua;School of Civil Engineering;Tianjin University;College of Civil Engineering and Architecture;Hebei United University;
CHU Jianyu;LIANG Jianwen;SU Youpo;ZHANG Lihua;School of Civil Engineering;Tianjin University;College of Civil Engineering and Architecture;Hebei United University;
..............page:89-96
Study on structure pounding based on precise time- integration method
YIN Junhong;LI Qingning;ZHANG Ruijie;YAN Lei;CHENG Maili;SUN Jianpeng;HAN Chun;Xi’an University of Architecture and Technology;College of Civil Engineering;
YIN Junhong;LI Qingning;ZHANG Ruijie;YAN Lei;CHENG Maili;SUN Jianpeng;HAN Chun;Xi’an University of Architecture and Technology;College of Civil Engineering;
..............page:97-104
Fiber element model of flexibility- based finite element method considering shear deformation
ZHANG Shoujun;Jiangsu Transportation Institute;
ZHANG Shoujun;Jiangsu Transportation Institute;
..............page:105-114
Effects of uncertainty of shear wave velocity on platform value of response spectrum of surface ground motion
ZHOU Huikang;LIU Yu;LIU Hongshuai;China University of Geosciences;Institute of Geo - engineering Exploration;China North Industries NORENGEO Ltd;National Earthquake Infrastructure Service;
ZHOU Huikang;LIU Yu;LIU Hongshuai;China University of Geosciences;Institute of Geo - engineering Exploration;China North Industries NORENGEO Ltd;National Earthquake Infrastructure Service;
..............page:115-121
Analysis of dynamic responses due to train’s vibration of long cantilever for rotational cable- stayed bridge under elevated condition
SUN Quansheng;GAO Hongshuai;School of Civil Engineering;Northeast Forestry University;
SUN Quansheng;GAO Hongshuai;School of Civil Engineering;Northeast Forestry University;
..............page:122-128
Viscous damper parameter analysis on a long-span cable- stayed bridge
LOU Feng;Guizhou Province Transportation Academy of Science Limited Liability Company;
LOU Feng;Guizhou Province Transportation Academy of Science Limited Liability Company;
..............page:129-133
Seismic performance analysis of a main power building of a thermal power plant
ZHANG Yuchao;WANG Changshan;State Nuclear Electric Power Planning;Design & Research Institute;
ZHANG Yuchao;WANG Changshan;State Nuclear Electric Power Planning;Design & Research Institute;
..............page:134-138
Experimental study on seismic performance of semi- rigid frame and cross stiffened steel plate shear wall with flush-end plate connections
XIE Qi;HAO Jiping;ZHANG Wenqiang;Xi’an Architectural Design – Research Institutes;Xi’an University of Architecture and Technology;
XIE Qi;HAO Jiping;ZHANG Wenqiang;Xi’an Architectural Design – Research Institutes;Xi’an University of Architecture and Technology;
..............page:139-143
Earthquake secondary disasters caused by indoor furniture and its prevention countermeasures
CHEN Jianwei;YANG Junjun;SU Youpo;College of Civil and Architectural Engineering;Hebei United University;Earthquake Engineering Research Center of Hebei Province;
CHEN Jianwei;YANG Junjun;SU Youpo;College of Civil and Architectural Engineering;Hebei United University;Earthquake Engineering Research Center of Hebei Province;
..............page:144-149
Nonlinear finite element analysis of combined masonry using recycled concrete
GAO Lin;LIU Hanqing;LIU Yingli;College of Civil and Architectural Engineering;Hebei United University;Earthquake Engineering Research Center of Hebei Province;
GAO Lin;LIU Hanqing;LIU Yingli;College of Civil and Architectural Engineering;Hebei United University;Earthquake Engineering Research Center of Hebei Province;
..............page:150-154
Analysis of earthquake disaster based on GIS and road grid
NIE Shuming;WU Huaping;Earthquake Administrator of Guangdong Province;
NIE Shuming;WU Huaping;Earthquake Administrator of Guangdong Province;
..............page:155-160
Grading design and road use performance of warm mix rubber asphalt mixture suitable for stress absorbing layer in cold region
PAN Rui;CHENG Peifeng;Northeast Forestry University;Harbin University;
PAN Rui;CHENG Peifeng;Northeast Forestry University;Harbin University;
..............page:161-166
Influence of bond performance on seismic behavior of concrete- filled circular steel tubular column
JIANG Fengguo;ZHAO Jinglu;College of Civil Engineering;Heilongjiang University of Science and Technology;
JIANG Fengguo;ZHAO Jinglu;College of Civil Engineering;Heilongjiang University of Science and Technology;
..............page:167-172
Study on residual displacement of reinforced concrete column under strong earthquake
HU Xiaobin;HAO Tong;WANG Qi;College of Civil Engineering and Architecture;Wuhan University;
HU Xiaobin;HAO Tong;WANG Qi;College of Civil Engineering and Architecture;Wuhan University;
..............page:173-179
Mechanical performance of connection node between concrete filled square tubular column and H- steel beam
GAO Zhanyang;LI Hongquan;WANG Zhaocun;Beijing Shougang International Engineering Technology Co;Ltd;College of Architecture and Civil Engineering;Beijing University of Technology;
GAO Zhanyang;LI Hongquan;WANG Zhaocun;Beijing Shougang International Engineering Technology Co;Ltd;College of Architecture and Civil Engineering;Beijing University of Technology;
..............page:180-186
Seiemec performance analysis of RC frame with fine grained high strength steel bar
GE Wenjie;ZHANG Jiwen;CAO Dafu;DAI Hang;College of Civil Science and Engineering;Yangzhou University;Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education;Southeast University;
GE Wenjie;ZHANG Jiwen;CAO Dafu;DAI Hang;College of Civil Science and Engineering;Yangzhou University;Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education;Southeast University;
..............page:187-196
Reasonable arrangement of isolation bearings in irregular continuous girder bridges
WANG Ruilong;LI Jianzhong;ZHUANG Xin;XIA Xiushen;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;School of Civil Engineering;Lanzhou Jiaotong University;
WANG Ruilong;LI Jianzhong;ZHUANG Xin;XIA Xiushen;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;School of Civil Engineering;Lanzhou Jiaotong University;
..............page:197-203
Research on dynamic interaction between long-type underground structure and foundation under action of longitudinal shear wave
XU Chen;QI Chengzhi;YE Fei;LIU Xu;SUN Jian;Beijing Research Center of Engineering Structures and New Materials;Beijing University of Civil Engineering and Architecture;Beijing Urban Construction Design & Development Group Co.;Ltd.;
XU Chen;QI Chengzhi;YE Fei;LIU Xu;SUN Jian;Beijing Research Center of Engineering Structures and New Materials;Beijing University of Civil Engineering and Architecture;Beijing Urban Construction Design & Development Group Co.;Ltd.;
..............page:204-211
Design of 25. 7m- span post- tensioned bond prestressed frame beam in a collage of music
SHI Haili;ZHANG Shunqiang;China Northwest Building Design Research Institute Co.;Ltd;
SHI Haili;ZHANG Shunqiang;China Northwest Building Design Research Institute Co.;Ltd;
..............page:212-216
Earthquake response analysis of Pubugou corewall rockfill dam
LI Peng;YANG Xingguo;XUE Xinhua;LI Yangpeng;Dadu River Hydropower Development Co.;Ltd.;College of Water Resource and Hydropower;Sichuan University;
LI Peng;YANG Xingguo;XUE Xinhua;LI Yangpeng;Dadu River Hydropower Development Co.;Ltd.;College of Water Resource and Hydropower;Sichuan University;
..............page:217-223
Research on structural plane effect of rock mass slope’s dynamic response characteristics
HOU Hongjuan;XU Qiang;WU Jinhui;Huadian Zhengzhou Mechanical Design Co.;Ltd;Chengdu University of Technology;Zhengzhou University Multi - functional Design and Research Academy;
HOU Hongjuan;XU Qiang;WU Jinhui;Huadian Zhengzhou Mechanical Design Co.;Ltd;Chengdu University of Technology;Zhengzhou University Multi - functional Design and Research Academy;
..............page:224-231
GIS and MDOF coupling model for structure dynamic analysis and evaluation
ZHAO Xiaodong;JIANG Jian;DU Yunfeng;China - Japan Research Center for Geo - environmental Science;Pioneer Park of Academician;Dalian University;Urban Rail Metro Design & Research Institute;China Railway Engineering Consultants Group Co.;Ltd;
ZHAO Xiaodong;JIANG Jian;DU Yunfeng;China - Japan Research Center for Geo - environmental Science;Pioneer Park of Academician;Dalian University;Urban Rail Metro Design & Research Institute;China Railway Engineering Consultants Group Co.;Ltd;
..............page:232-239
Influence of tower type on transverse seismic response of single pylon cable- stayed bridge
CHEN Xu;LI Jianzhong;Tongji University;
CHEN Xu;LI Jianzhong;Tongji University;
..............page:240-246
Experiment on seismic behavior of composite walls of aerated concrete block masonry and constructional columns
WU Huige;ZHAO Yan;College of Engineering;Shijiazhuang University of Economics;Institute of Disaster Prevention;
WU Huige;ZHAO Yan;College of Engineering;Shijiazhuang University of Economics;Institute of Disaster Prevention;
..............page:247-252
Varying thickness steel shear panel damper and its mechanical properties
YING Wanming;SHU Wenhui;LAN Shengning;Department of Civil Engineering;Shanghai University;Tianhua Architecture Planning and Engineering Limited;School of Civil Engineering;Hunan University of Science and Technology;
YING Wanming;SHU Wenhui;LAN Shengning;Department of Civil Engineering;Shanghai University;Tianhua Architecture Planning and Engineering Limited;School of Civil Engineering;Hunan University of Science and Technology;
..............page:253-258
Research summary of seismic failure criteria for structures
LI Ji;LIU Rushan;YUE Xiao;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;
LI Ji;LIU Rushan;YUE Xiao;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;
..............page:259-266
..............page:266
Nonlinear dynamic finite element analysis of gravity dam based on fracture mechanics
ZHANG Hongye;CHEN Wei;Yanghengshi Jianshe Gongcheng Zhiliang Jianceyouxiangongsi;Shanghai Investigation;Design & Research Insttute co.;Ltd.;
ZHANG Hongye;CHEN Wei;Yanghengshi Jianshe Gongcheng Zhiliang Jianceyouxiangongsi;Shanghai Investigation;Design & Research Insttute co.;Ltd.;
..............page:267-270