1000-131X
2013 Issue S1
State of structural isolation and mitigation technology under multi-dimensional excitations
Lu Liheng;Xu Zhaodong;Pan Yi;Han Xuyang;Ji Chenlong;Southwest Jiaotong University;Southeast University;Key Laboratory of Urban and Architectural Heritage Conservation of the Ministry of Education;Southeast University;
Lu Liheng;Xu Zhaodong;Pan Yi;Han Xuyang;Ji Chenlong;Southwest Jiaotong University;Southeast University;Key Laboratory of Urban and Architectural Heritage Conservation of the Ministry of Education;Southeast University;
..............page:1-6
Seismic lateral collapse capacity analysis of buckling-restrained braced steel frames
Jia Mingming;Lu Dagang;Zhang Hui;Harbin Institute of Technology;
Jia Mingming;Lu Dagang;Zhang Hui;Harbin Institute of Technology;
..............page:7-12
The finite element analysis of unbonded layer of all-steel plate-like buckling-restrained brace
Wang Hao;Deng Xuesong;Zhou Yun;Guangzhou University;
Wang Hao;Deng Xuesong;Zhou Yun;Guangzhou University;
..............page:13-18
Theoretical and numerical investigations on an all-steel self-centering buckling-restrained brace
Zeng Peng;Chen Quan;Wang Chunlin;Meng Shaoping;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
Zeng Peng;Chen Quan;Wang Chunlin;Meng Shaoping;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
..............page:19-24
Recommendations for design standards of buckling-restrained braces
Zhao Junxian;Wu Bin;Li Hui;Ou Jinping;State Key Laboratory of Subtropical Building Science;South China University of Technology;Harbin Institute of Technology;Dalian University of Technology;
Zhao Junxian;Wu Bin;Li Hui;Ou Jinping;State Key Laboratory of Subtropical Building Science;South China University of Technology;Harbin Institute of Technology;Dalian University of Technology;
..............page:25-31
Seismic energy dissipation control research of the multi-ribbed slab structure using low yield point steel
Tian Jie;Yan Zhichao;Lu Junlong;Xi’an University of Technology;
Tian Jie;Yan Zhichao;Lu Junlong;Xi’an University of Technology;
..............page:32-37
The damping analysis of a museum structure with Buckling Restrained Braces
Guo Caijuan;He Bin;Liu Chengqing;Li Xiaowei;Shi Weixing;Tongji University;Southwest Jiaotong University;
Guo Caijuan;He Bin;Liu Chengqing;Li Xiaowei;Shi Weixing;Tongji University;Southwest Jiaotong University;
..............page:38-44
Development of a new type of viscous damper and its application in practical engineering
Zhang Min;Wang Dayang;Geng Pengfei;Changzhou Road Structure Damping Equipments Co.;Ltd.;Guangzhou University;Key Laboratory of Seismic Engineering of Sichuan Province;Southwest Jiaotong University;
Zhang Min;Wang Dayang;Geng Pengfei;Changzhou Road Structure Damping Equipments Co.;Ltd.;Guangzhou University;Key Laboratory of Seismic Engineering of Sichuan Province;Southwest Jiaotong University;
..............page:45-50
Checking method and example of the isolated buildings
Jin Jianmin;Zhou Fulin;Tan Ping;Feng Demin;Liu Yanhui;Earthquake Engineering Research & Test Center;Guangzhou University;Fujita Corp.;
Jin Jianmin;Zhou Fulin;Tan Ping;Feng Demin;Liu Yanhui;Earthquake Engineering Research & Test Center;Guangzhou University;Fujita Corp.;
..............page:51-56
Seismic response analysis for nonlinear base-isolated structure with TMD under near fault ground motions
Li Hui;Wang Yanan;Du Yongfeng;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;Western Center of Disaster Mitigation in Civil Engineering of the Ministry of Education;Lanzhou University of Technology;
Li Hui;Wang Yanan;Du Yongfeng;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;Western Center of Disaster Mitigation in Civil Engineering of the Ministry of Education;Lanzhou University of Technology;
..............page:57-62
Seismic vulnerability analysis of RC moment resisting frames complied with requirements of different performance in current seismic code
Yang Pu;He Chenghua;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education;Chongqing University;
Yang Pu;He Chenghua;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education;Chongqing University;
..............page:63-68
Rule of torsional response of the multi-storey asymmetrical eccentric frame structure under earthquake action
Han Jun;Pan Yi;Yang Botao;Han Xuyang;Chongqing University;Key Laboratory of New Technique for Construction of Cities in Mountain Area;Chongqing University;Key Laboratory of Seismic Engineering of Sichuan Province;Southwest Jiaotong University;
Han Jun;Pan Yi;Yang Botao;Han Xuyang;Chongqing University;Key Laboratory of New Technique for Construction of Cities in Mountain Area;Chongqing University;Key Laboratory of Seismic Engineering of Sichuan Province;Southwest Jiaotong University;
..............page:69-74
Response matrix method to separate relative static response under multi-support excitation
Lei Hujun;Wei Yan;Zhu Yan;Li Xiaozhen;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;Southwest Jiaotong University;Fujian Communications Planning Design Institute;
Lei Hujun;Wei Yan;Zhu Yan;Li Xiaozhen;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;Southwest Jiaotong University;Fujian Communications Planning Design Institute;
..............page:75-80
Analysis of vibration properties about two different types of buildings
Yu Jun;Lu Pengzhen;Gong Xiaonan;Zhejiang University of Technology;Zhejiang University;
Yu Jun;Lu Pengzhen;Gong Xiaonan;Zhejiang University of Technology;Zhejiang University;
..............page:81-86
The effects of strong ground motion on the IDA of Bouc-Wen oscillators
Yang Cheng;Du Qiao;Kang Junli;Li Yongle;Li Yingmin;Southwest Jiaotong University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Chongqing University;Seismic Technology Key Laboratory of Sichuan Province;
Yang Cheng;Du Qiao;Kang Junli;Li Yongle;Li Yingmin;Southwest Jiaotong University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Chongqing University;Seismic Technology Key Laboratory of Sichuan Province;
..............page:87-90
Application of the modified Drucker-Prager model in seismic analysis of brick masonry structures
Xu Hu;Yu Zhixiang;Su Qiwang;Wu Hao;Southwest Jiaotong University;
Xu Hu;Yu Zhixiang;Su Qiwang;Wu Hao;Southwest Jiaotong University;
..............page:91-96
Analysis of seismic response of retrofitted structure with additional floor with rubber isolation
He Bin;Pang Jinlai;Shi Weixing;Tongji University;
He Bin;Pang Jinlai;Shi Weixing;Tongji University;
..............page:97-100
Study of the joint of reinforced concrete column to steel beam
Guo Zhifeng;Men Jinjie;Shi Qingxuan;Wang Qiuwei;Li Kun;Xi’an University of Architecture & Technology;
Guo Zhifeng;Men Jinjie;Shi Qingxuan;Wang Qiuwei;Li Kun;Xi’an University of Architecture & Technology;
..............page:101-105
Calculation method of axial compressive bearing capacity for composite-sectioned concrete filled steel tubular columns based on the limit equilibrium theory
Chen Jianwei;Su Youpo;Chen Haibin;Gao Lin;Hebei United University;Earthquake Research Center of Hebei Province;
Chen Jianwei;Su Youpo;Chen Haibin;Gao Lin;Hebei United University;Earthquake Research Center of Hebei Province;
..............page:106-110
Research on inter-story displacement angle of brick masonry structures
Su Qiwang;Xu Hu;Wu Hao;Zhang Yang;Liu Guoqin;Southwest Jiaotong University;
Su Qiwang;Xu Hu;Wu Hao;Zhang Yang;Liu Guoqin;Southwest Jiaotong University;
..............page:111-116
Aseismic constitution components of Taihe Palace in the Forbidden City
Zhou Qian;Yan Weiming;Ji Jinbao;Palace Museum;Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
Zhou Qian;Yan Weiming;Ji Jinbao;Palace Museum;Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
..............page:117-122
Synthesis of strong ground motions at two rock stations during the great Wenchuan earthquake
Tao Xiaxin;Liu Haiming;Wang Liyuan;Jiang Wei;Harbin Institute of Technology;Institute of Engineering Mechanics;China Earthquake Administration;State Key Laboratory of Bridge Engineering Structural Dynamics;China Merchants Chongqing Communication Research & Design Institute Co.;Ltd.;
Tao Xiaxin;Liu Haiming;Wang Liyuan;Jiang Wei;Harbin Institute of Technology;Institute of Engineering Mechanics;China Earthquake Administration;State Key Laboratory of Bridge Engineering Structural Dynamics;China Merchants Chongqing Communication Research & Design Institute Co.;Ltd.;
..............page:123-126
Statistical investigation on characteristics of vertical ground motion based on different earthquake event data
Han Jianping;Wei Hongliang;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;
Han Jianping;Wei Hongliang;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;
..............page:127-133
Envelope of ground motions from the 2011 Tohoku earthquake in Japan
Dong Yinfeng;Chen Shun;Li Xupeng;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education;Chongqing University;SCIVIC Engineering Corporation;
Dong Yinfeng;Chen Shun;Li Xupeng;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education;Chongqing University;SCIVIC Engineering Corporation;
..............page:134-138
Source model of the great Wenchuan earthquake 8. 0 for synthesis of strong ground motion
Liu Haiming;Tao Xiaxin;State Key Laboratory of Bridge Engineering Structural Dynamics;China Merchants Chongqing Communication Research & Design Institute Co.;Ltd.;Harbin Institute of Technology;
Liu Haiming;Tao Xiaxin;State Key Laboratory of Bridge Engineering Structural Dynamics;China Merchants Chongqing Communication Research & Design Institute Co.;Ltd.;Harbin Institute of Technology;
..............page:139-145
Experimental research on criteria and disaster-forming patterns of damming large river by debris flow in earthquake disaster areas
Liu Cuirong;Yao Lingkan;Du Cui;Yang Qinghua;Southwest Jiaotong University;
Liu Cuirong;Yao Lingkan;Du Cui;Yang Qinghua;Southwest Jiaotong University;
..............page:146-152
3-D diffraction of obliquely incident P1 waves by cylindrical group cavities in layered poroelastic half-space
Liang Jianwen;Han Bing;Ba Zhenning;Tianjin University;Tianjin Key Laboratory of Civil Engineering Structure & New Materials;
Liang Jianwen;Han Bing;Ba Zhenning;Tianjin University;Tianjin Key Laboratory of Civil Engineering Structure & New Materials;
..............page:153-159
Remediation technology for retaining wall based on seismic damage mechanism
Qiu Yanling;Yao Lingkan;Xu Guangxing;Southwest Jiaotong University;Key Laboratory of High-speed Railway Engineering of the Ministry of Education;Hebei Engineering Research Center for Traffic Emergency Response and Guarantee;Shijiazhuang Tiedao University;
Qiu Yanling;Yao Lingkan;Xu Guangxing;Southwest Jiaotong University;Key Laboratory of High-speed Railway Engineering of the Ministry of Education;Hebei Engineering Research Center for Traffic Emergency Response and Guarantee;Shijiazhuang Tiedao University;
..............page:160-165
The impact of parameters in seasonal frozen area response under moderate intensity earthquake
Chen Zhuoshi;Meng Shangjiu;Yuan Xiaoming;Institute of Engineering Mechanics;China Earthquake Administration;Harbin University of Science and Technology;
Chen Zhuoshi;Meng Shangjiu;Yuan Xiaoming;Institute of Engineering Mechanics;China Earthquake Administration;Harbin University of Science and Technology;
..............page:166-171
Nonlinear seismic ground response analysis and implications for soft site in Bohai seafloor
Lan Jingyan;Lu Tao;Lu Yuejun;Bo Jingshan;Institute of Engineering Mechanics;China Earthquake Administration;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Disaster-Prevention Science and Technology;
Lan Jingyan;Lu Tao;Lu Yuejun;Bo Jingshan;Institute of Engineering Mechanics;China Earthquake Administration;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Disaster-Prevention Science and Technology;
..............page:172-179
Three-dimensional finite element analysis of shake-table test for dynamic pile behavior in liquefaction-induced lateral spreading ground
Tang Liang;Ling Xianzhang;Ahmed Elgamal;Harbin Institute of Technology;University of California;
Tang Liang;Ling Xianzhang;Ahmed Elgamal;Harbin Institute of Technology;University of California;
..............page:180-184
Equivalent force control method based on displacement feedback control
Xu Guoshan;Li Yunlong;Wu Bin;Harbin Institute of Technology;
Xu Guoshan;Li Yunlong;Wu Bin;Harbin Institute of Technology;
..............page:185-189
Behavior of axially loaded RC columns with buckling restrained longitudinal rebars
Wu Yuntian;Pan Yi;Chen Bowen;Hou Siyu;Wang Chuchong;Sichuan Province Key Laboratory of Seismic Engineering and Technology;Southwest Jiaotong University;Key Lab of New Technology for Construction of Cities in Mountain Area;Chongqing University;
Wu Yuntian;Pan Yi;Chen Bowen;Hou Siyu;Wang Chuchong;Sichuan Province Key Laboratory of Seismic Engineering and Technology;Southwest Jiaotong University;Key Lab of New Technology for Construction of Cities in Mountain Area;Chongqing University;
..............page:190-194
Seismic shear stress measurement using PZT based smart aggregate
Hou Shuang;Zhang Haibin;Ou Jinping;Dalian University of Technology;
Hou Shuang;Zhang Haibin;Ou Jinping;Dalian University of Technology;
..............page:195-201
Pseudo-static test study on seismic behavior of masonry wall restrained by core-tie-columns
Zheng Nina;Li Yingmin;Liu Fengqiu;Chongqing University;Key Lab of Chinese Education Ministry for Construction and New Technology of Mountain Cities;Chongqing Architectural Design Institute;
Zheng Nina;Li Yingmin;Liu Fengqiu;Chongqing University;Key Lab of Chinese Education Ministry for Construction and New Technology of Mountain Cities;Chongqing Architectural Design Institute;
..............page:202-207
Selections of real ground motions in seismic history analysis for bridges with high columns
Wang Dongsheng;Yue Maoguang;Li Xiaoli;Sun Zhiguo;Qu Hao;Institute of Road and Bridge Engineering;Dalian Maritime University;Arup International Consultants Co.;Ltd.;
Wang Dongsheng;Yue Maoguang;Li Xiaoli;Sun Zhiguo;Qu Hao;Institute of Road and Bridge Engineering;Dalian Maritime University;Arup International Consultants Co.;Ltd.;
..............page:208-213
Anchorage zone of cable-stayed tower in Caoe River Main Bridge:plan of the full-scale model test and spatial stress analysis
Hong Yu;He Feng;Gou Hongye;Pu Qianhui;Southwest Jiaotong University;
Hong Yu;He Feng;Gou Hongye;Pu Qianhui;Southwest Jiaotong University;
..............page:214-219
Analysis of connection system in precast prestressed concrete girder bridge
Li Lungui;Zhao Wencheng;Southwest Jiaotong University;China Railway Siyuan Survey and Design Group Co. Ltd.;
Li Lungui;Zhao Wencheng;Southwest Jiaotong University;China Railway Siyuan Survey and Design Group Co. Ltd.;
..............page:220-225
Probability density evolution method-based random seismic response analysis of cable-stayed bridges
Liu Zhangjun;Lei Yaolong;Fang Xing;China Three Gorges University;
Liu Zhangjun;Lei Yaolong;Fang Xing;China Three Gorges University;
..............page:226-232
Study on construction control of long-span V-shape rigid frame composite arch bridge
Gou Hongye;Pu Qianhui;Han Bing;Yao Chaoyi;Yao Yadong;Southwest Jiaotong University;
Gou Hongye;Pu Qianhui;Han Bing;Yao Chaoyi;Yao Yadong;Southwest Jiaotong University;
..............page:233-238
Seismic damage of retrofitted highway bridges in the 2011 Great East Japan Earthquake
Zhang Guangfeng;Ren Weixin;Chen Liang;Wang Zuocai;Hefei University of Technology;
Zhang Guangfeng;Ren Weixin;Chen Liang;Wang Zuocai;Hefei University of Technology;
..............page:239-244
Application of TMD seismic vibration control system in the bridge structures
Li Xiaowei;He Bin;Shi Weixing;Tongji University;
Li Xiaowei;He Bin;Shi Weixing;Tongji University;
..............page:245-250
Damage detection of beam-column joints in frame structures under seismic excitation based on extended Kalman filter
Lei Ying;Li Qing;Xiamen University;
Lei Ying;Li Qing;Xiamen University;
..............page:251-255
Study on the effect of sea ice on seismic response of a long-span arch bridge in icy water
Qi Fuqiang;Song Bo;University of Science and Technology Beijing;
Qi Fuqiang;Song Bo;University of Science and Technology Beijing;
..............page:256-261
The current situation and prospect of seismic analysis methods for tunnel structure
Geng Ping;He Chuan;Yan Qixiang;Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education;Southwest Jiaotong University;
Geng Ping;He Chuan;Yan Qixiang;Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education;Southwest Jiaotong University;
..............page:262-268
Study on dynamic amplification effect of jointed tunnel portal
Xin Chunlei;Gao Bo;Zhou Jiamei;Wen Yumin;Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education;Southwest Jiaotong University;
Xin Chunlei;Gao Bo;Zhou Jiamei;Wen Yumin;Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education;Southwest Jiaotong University;
..............page:269-274
Seismic analysis of wind turbine towers under rocking earthquake components
Gong Changqing;Dai Kaoshan;Ren Xiaosong;Tongji University;State Key Laboratory of Power Transmission Equipment & System Security and New Technology;
Gong Changqing;Dai Kaoshan;Ren Xiaosong;Tongji University;State Key Laboratory of Power Transmission Equipment & System Security and New Technology;
..............page:275-280
Study on the effect of opening in long-span double-layer spherical lattice shells subject to the multiple earthquake excitations
Song Bo;Shi Hongyu;Song Hao;Wei Wei;Yu Jianyun;University of Science and Technology Beijing;Shanghai Taiyo Kogyo Co.;Ltd.;China Guodian Corporation Southern Branch;
Song Bo;Shi Hongyu;Song Hao;Wei Wei;Yu Jianyun;University of Science and Technology Beijing;Shanghai Taiyo Kogyo Co.;Ltd.;China Guodian Corporation Southern Branch;
..............page:281-286
Study of stiffness on seismic behavior of offshore platform with rocking-wall
Zhang Jigang;Jiang Zhiwei;Li Qiuyi;Qingdao Technological University;
Zhang Jigang;Jiang Zhiwei;Li Qiuyi;Qingdao Technological University;
..............page:287-291
Seismic response analysis of transmission line systems under multi-support excitations
Chen Junqi;Wang Wei;Sun Chaorui;Henan University of Technology;Harbin Institute of Technology;
Chen Junqi;Wang Wei;Sun Chaorui;Henan University of Technology;Harbin Institute of Technology;
..............page:292-297
Seismic calculation methods of base shear and moment for wind turbines
Ji Liang;Zhu Lei;Ye Zhenxiang;Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials;Beijing University of Civil Engineering and Architecture;Key Laboratory of Structural Engineering and Vibration of the Ministry of Education;Tsinghua University;
Ji Liang;Zhu Lei;Ye Zhenxiang;Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials;Beijing University of Civil Engineering and Architecture;Key Laboratory of Structural Engineering and Vibration of the Ministry of Education;Tsinghua University;
..............page:298-303
Research on self-determined intelligent evaluation of urban earthquake evacuation capacity
Liu Chaofeng;Su Jingyu;Zuo Xiangjun;Wang Wei;Institute of Earthquake Resistance and Disaster Reduction;Beijing University of Technology;Beijing University of Technology;Heibei University of Technology;
Liu Chaofeng;Su Jingyu;Zuo Xiangjun;Wang Wei;Institute of Earthquake Resistance and Disaster Reduction;Beijing University of Technology;Beijing University of Technology;Heibei University of Technology;
..............page:304-307
Earthquake and tsunami loss estimation of coastal buildings
Peng Li;Ou Jinping;Dalian University of Technology;Harbin Institute of Technology;
Peng Li;Ou Jinping;Dalian University of Technology;Harbin Institute of Technology;
..............page:308-313
Analysis of security and stability at deep foundation pit with Top-Down Construction Method(TDCM)
Wang Shaojun;Li Shoutao;Zhou Ting;Ling Xianzhang;Tang Liang;Harbin Institute of Technology Harbin;Chengda Engineering Corporation of China;China Southwest Architectural Design and Research Institute Corp. Ltd.;
Wang Shaojun;Li Shoutao;Zhou Ting;Ling Xianzhang;Tang Liang;Harbin Institute of Technology Harbin;Chengda Engineering Corporation of China;China Southwest Architectural Design and Research Institute Corp. Ltd.;
..............page:314-318
Research of mechanical properties on loaded concrete beam reinforced with prestressed CFRP sheet
Cheng Donghui;Ye Xu;Zhang Libin;Northeast Forestry University;
Cheng Donghui;Ye Xu;Zhang Libin;Northeast Forestry University;
..............page:319-328
Progressive collapse dynamic analysis of concentrically braced steel frames
Xu Man;Gao Shan;Zhang Libin;Wei Min;Wang Yuyin;Northeast Forestry University;Harbin Institute of Technology;Daqing Oilfield Exploration and Development Institute;
Xu Man;Gao Shan;Zhang Libin;Wei Min;Wang Yuyin;Northeast Forestry University;Harbin Institute of Technology;Daqing Oilfield Exploration and Development Institute;
..............page:329-338