1000-131X
2014 Issue S2
Study on seismic behavior of damped infill wall-frame structure with stilt floors
Guo Yangzhao;Yang Guannan;Zhou Yun;Liao Yifa;Guangzhou University;
Guo Yangzhao;Yang Guannan;Zhou Yun;Liao Yifa;Guangzhou University;
..............page:1-7
Study on seismic behavior of concrete-filled square steel tubular column to steel-encased concrete composite beam joint with through diaphragm
Lin Yan;Zhou Xuejun;Han Xueye;Liu Yuchen;Shandong University;Shandong Jianzhu University;
Lin Yan;Zhou Xuejun;Han Xueye;Liu Yuchen;Shandong University;Shandong Jianzhu University;
..............page:8-13
Numerical analysis on seismic behavior of frame-novel steel plate shear wall with slits
Lu Jinyu;Tang Yi;Shu Ganping;Wang Henghua;Li Na;Key Lab of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;Southeast University;Nanjing Forestry University;
Lu Jinyu;Tang Yi;Shu Ganping;Wang Henghua;Li Na;Key Lab of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;Southeast University;Nanjing Forestry University;
..............page:14-20
Experimental study on mechanical behavior of GFRP-recycled concrete-steel tubular columns under axial compression
Zeng Lan;Li Lijuan;Chen Guangming;Xie Meng;Cui Jiajie;Han Wenguan;Pan Zhufeng;Guangdong University of Technology;
Zeng Lan;Li Lijuan;Chen Guangming;Xie Meng;Cui Jiajie;Han Wenguan;Pan Zhufeng;Guangdong University of Technology;
..............page:21-27
Studies on controlling structural systems of super long-span cable-stayed bridge by novel supporting pier in longitudinal direction
Xie Wen;Sun Limin;Ningbo University;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
Xie Wen;Sun Limin;Ningbo University;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
..............page:28-34
Nonlinear stimulation of reinforced masonry structure and adding-story isolation model
Li Wenfeng;Wang Shuguang;Miao Qisong;Liu Jinlong;Beijing Institute of Architectural Design;Nanjing University of Technology;
Li Wenfeng;Wang Shuguang;Miao Qisong;Liu Jinlong;Beijing Institute of Architectural Design;Nanjing University of Technology;
..............page:35-40
Investigation on the seismic response of equivalent SDOF of planar cable net with geometrical nonlinearity
Shi Yongjiu;Li Yong;Wang Yuanqing;Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;Tsinghua University;
Shi Yongjiu;Li Yong;Wang Yuanqing;Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;Tsinghua University;
..............page:41-49
Progressive-collapse simulation of reinforced concrete frame structure subjected to earthquake
Ge Dongdong;Zhou Zhongfa;Miao Qisong;Beijing Institute of Architectural Design;
Ge Dongdong;Zhou Zhongfa;Miao Qisong;Beijing Institute of Architectural Design;
..............page:50-55
Experiments and analysis of CFST frames with ALC walls under seismic action
Wang Bo;Wang Jingfeng;Li Xiang;Tu Laihong;Hefei University of Technology;Huahui Construction Group Co.;Ltd.;
Wang Bo;Wang Jingfeng;Li Xiang;Tu Laihong;Hefei University of Technology;Huahui Construction Group Co.;Ltd.;
..............page:56-61
Test study and numerical analysis of flexible protective structure for falling rocks
Qi Xin;Zhao Shichun;Wei Tao;Yu Zhixiang;Xu Hu;Southwest Jiaotong University;
Qi Xin;Zhao Shichun;Wei Tao;Yu Zhixiang;Xu Hu;Southwest Jiaotong University;
..............page:62-68
Experimental research of cyclic behavior of buckling-restrained braces with H cross-section non-yielding segments
Jia Mingming;Lu Dagang;Yu Xiaohui;Disaster and Control Key Laboratory of the Ministry of Education of Structural Engineering;Harbin Institute of Technology;Harbin Institute of Technology;
Jia Mingming;Lu Dagang;Yu Xiaohui;Disaster and Control Key Laboratory of the Ministry of Education of Structural Engineering;Harbin Institute of Technology;Harbin Institute of Technology;
..............page:69-73
Hysteretic behavior on connection of PEC columns-steel beam with end plates
Zhao Gentian;Wang Shan;Di Hao;Song He;Inner Mongolia University of Science & Technology;
Zhao Gentian;Wang Shan;Di Hao;Song He;Inner Mongolia University of Science & Technology;
..............page:74-78
Dynamic performance of non-structural components in large span buildings based on transfer function
Han Qinghua;Zhang Peng;Lu Yan;Tianjin University;Key Laboratory of Coast Structure Safety of the Ministry of Education;Tianjin University;
Han Qinghua;Zhang Peng;Lu Yan;Tianjin University;Key Laboratory of Coast Structure Safety of the Ministry of Education;Tianjin University;
..............page:79-84
Performance-based design and research for out-of-code high-rise building of Kunming Luosiwan Center
Yang Xuelin;Zhou Pinghuai;Chen Shuifu;Xu Yanqing;Zhejiang Province Institute of Architectural Design and Research;Zhejiang University;Zhejiang Zhongshe Engineering Design Co.;Ltd.;
Yang Xuelin;Zhou Pinghuai;Chen Shuifu;Xu Yanqing;Zhejiang Province Institute of Architectural Design and Research;Zhejiang University;Zhejiang Zhongshe Engineering Design Co.;Ltd.;
..............page:85-92
Influence of ground support types on the seismic performance of structures supported by foundations at different ground levels
Han Jun;Li Yingmin;Tang Gelin;Yang Pu;Liu Liping;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education;Chongqing University;CMCU Engineering Co.;Ltd.;
Han Jun;Li Yingmin;Tang Gelin;Yang Pu;Liu Liping;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education;Chongqing University;CMCU Engineering Co.;Ltd.;
..............page:93-100
Robustness analysis of the vertical progressive collapse resistance of vertically irregular RC frames
Du Yongfeng;Bao Chao;Zhang Shangrong;Tan Zhihong;Western Center of Disaster Mitigation in Civil Engineering of the Ministry of Education;Lanzhou University of Technology;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;
Du Yongfeng;Bao Chao;Zhang Shangrong;Tan Zhihong;Western Center of Disaster Mitigation in Civil Engineering of the Ministry of Education;Lanzhou University of Technology;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;
..............page:101-107
Contrast research on square and circular CFST laced columns pseudo-static test
Chen Bowang;Zou Yanhua;Tang Chu;Yang Xin;He Meili;Central South Forestry University of Science and Technology;Hunan City University;
Chen Bowang;Zou Yanhua;Tang Chu;Yang Xin;He Meili;Central South Forestry University of Science and Technology;Hunan City University;
..............page:108-112
Failure modes of cable-braced grid shells subjected to strong earthquake
Feng Ruoqiang;Wang Xin;Ye Jihong;The Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
Feng Ruoqiang;Wang Xin;Ye Jihong;The Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
..............page:113-120
Shaking table test on the masonry structure without structural column
Yu Ruifang;Xie Zhiqiang;Peng Lingyun;Yu Yanxiang;Institute of Geophysics;China Earthquake Administration;Beijing Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
Yu Ruifang;Xie Zhiqiang;Peng Lingyun;Yu Yanxiang;Institute of Geophysics;China Earthquake Administration;Beijing Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
..............page:121-127
Experimental and theoretical studies on seismic performance of the new skip-floor staggered shear wall structure for tall building
Liu Jianxin;Shen Jie;Zhu Meichun;Shanghai Normal University;
Liu Jianxin;Shen Jie;Zhu Meichun;Shanghai Normal University;
..............page:128-132
Seismic performance and quantitative indexes for SRC special shaped columns
Xu Jinjun;Chen Zongping;Chen Yuliang;Xue Jianyang;Ye Peihuan;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of the Ministry of Education;
Xu Jinjun;Chen Zongping;Chen Yuliang;Xue Jianyang;Ye Peihuan;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of the Ministry of Education;
..............page:133-138
Seismic force modification factor and displacement amplification factor of moment resisting steel frame-thin steel plate shear wall using incremental dynamic analysis
Shao Jianhua;Tang Baijie;Jiangsu University of Science and Technology;
Shao Jianhua;Tang Baijie;Jiangsu University of Science and Technology;
..............page:139-144
Elasto-plastic seismic demand of general multi-story eccentric RC frame structures
Bu Guobin;Cai Jian;Zhou Jing;Li Kangning;South China University of Technology;State Key Laboratory of Subtropical Architecture Science;South China University of Technology;Canny Seismic-Control Technology;
Bu Guobin;Cai Jian;Zhou Jing;Li Kangning;South China University of Technology;State Key Laboratory of Subtropical Architecture Science;South China University of Technology;Canny Seismic-Control Technology;
..............page:145-150
Seismic behavior test for double-wall precast concrete shear wall
Xiao Quandong;Guo Zhengxing;Southeast University;
Xiao Quandong;Guo Zhengxing;Southeast University;
..............page:151-157
Study on the calculation method of me chanical characteristics for constrained U-shaped steel plates
Du Hongkai;Han Miao;Yan Weiming;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;Beijing Research Center of Engineering Structures and New Materials;Beijing University of Civil Engineering and Architecture;
Du Hongkai;Han Miao;Yan Weiming;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;Beijing Research Center of Engineering Structures and New Materials;Beijing University of Civil Engineering and Architecture;
..............page:158-163
Finite element analysis of anti-seismic property of steel reinforced lightweight concrete frame joints
Zhang Jianwen;Wu Shuaitao;Nanyang Institute of Technology;
Zhang Jianwen;Wu Shuaitao;Nanyang Institute of Technology;
..............page:164-168
Monotonic experimental study of prefabricated square tubular column to truss beam connections
Zhang Ailin;Zhao Liang;Liu Xuechun;Sun Yong;Beijing University of Technology;Beijing Engineering Research Center of High-Rise and Large-Span Prestressed Steel Structure;Beijing University of Technology;
Zhang Ailin;Zhao Liang;Liu Xuechun;Sun Yong;Beijing University of Technology;Beijing Engineering Research Center of High-Rise and Large-Span Prestressed Steel Structure;Beijing University of Technology;
..............page:169-174
Analysis on failure modes and numerical simulations of masonry-infilled reinforced concrete frame structures
Jin Huan;Jin Xianting;Dai Junwu;Institute of Engineering Mechanics;CEA;Harbin University of Commerce;Earthquanke Administration of Songyuan City;
Jin Huan;Jin Xianting;Dai Junwu;Institute of Engineering Mechanics;CEA;Harbin University of Commerce;Earthquanke Administration of Songyuan City;
..............page:175-180
Influence of FPB on seismic performance of single-layer reticulated domes under vertical earthquakes
Kong Dewen;Fan Feng;Zhi Xudong;Sun Menghan;Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education;Harbin Institute of Technology;Harbin Institute of Technology;
Kong Dewen;Fan Feng;Zhi Xudong;Sun Menghan;Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education;Harbin Institute of Technology;Harbin Institute of Technology;
..............page:181-185
Investigation on seismic responses and amplification effect of multi-storey RC frame accounting for residual displacement
Han Jianping;Bai Ligang;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;Bai Ligang;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:186-192
Study on restoring force model of steel reinforced ultra high strength concrete column and concrete beam joints
Yang Yong;Yan Changwang;Jia Jinqing;Zhang Ju;Liu Shuguang;Inner Mongolia University of Technology;State Key Laboratory of Coastal and Offshore Engineering;Dalian Uniersity of Technology;
Yang Yong;Yan Changwang;Jia Jinqing;Zhang Ju;Liu Shuguang;Inner Mongolia University of Technology;State Key Laboratory of Coastal and Offshore Engineering;Dalian Uniersity of Technology;
..............page:193-197
Simplified model design of steel and polyurethane composite shear walls
Mi Xufeng;Wang Baosheng;Zhao Weiwei;Xiamen University of Technology;Tongji Kaiyuan Architectural Design Co.;Ltd.;Anhui Branch;Jiangsu University of Science and Technology;
Mi Xufeng;Wang Baosheng;Zhao Weiwei;Xiamen University of Technology;Tongji Kaiyuan Architectural Design Co.;Ltd.;Anhui Branch;Jiangsu University of Science and Technology;
..............page:198-202
Seismic response analysis of nuclear power plant structure——considering foundation uplift by different calculation methods
Wang Guobo;Wang Yaxi;Yu Yanli;Lu Wei;Hubei Key Laboratory of Roadway Bridge & Structure Engineer;Wuhan University of Technology;Wuhan University of Technology;
Wang Guobo;Wang Yaxi;Yu Yanli;Lu Wei;Hubei Key Laboratory of Roadway Bridge & Structure Engineer;Wuhan University of Technology;Wuhan University of Technology;
..............page:203-209
Structure and hysteretic performance analysis of a novel post-tensioned self-centering frame
Zhou Zhen;Xie Qin;Li Demeng;Meng Shaoping;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
Zhou Zhen;Xie Qin;Li Demeng;Meng Shaoping;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
..............page:210-214
Study on the effects of consolidated sea ice on seismic responses of bridge pier under multiple-support excitation
Qi Fuqiang;Civil Aviation University of China;
Qi Fuqiang;Civil Aviation University of China;
..............page:215-220
Experimental study of assembled monolithic concrete shear wall with bolted connection under low reversed cyclic loading
Xue Weichen;Gu Xuli;Hu Xiang;Li Xin;Tongji University;Shanghai Construction Design & Research Institute;
Xue Weichen;Gu Xuli;Hu Xiang;Li Xin;Tongji University;Shanghai Construction Design & Research Institute;
..............page:221-226
Experimental study on restoring force models for steel-polypropylene hybrid fiber reinforced concrete columns
Wei Cuimei;Xu Lihua;Huang Le;Xu Haoran;Deng Fangqian;Wuhan University;No.11 Bureau of China Railway Group Co.;Ltd.;
Wei Cuimei;Xu Lihua;Huang Le;Xu Haoran;Deng Fangqian;Wuhan University;No.11 Bureau of China Railway Group Co.;Ltd.;
..............page:227-234
Shaking table test approach for building curtain walls based on the seismic performances of main structure
Ren Xiangxiang;Lu Wensheng;Cao Wenqing;Tongji University;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
Ren Xiangxiang;Lu Wensheng;Cao Wenqing;Tongji University;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
..............page:235-240
Study on the effect of different collapse criteria on evaluating the collapse-resistant capacity of RC frames
Luo Wenwen;Li Yingmin;Han Jun;Zhang Songbai;Chongqing University;Key Laboratory of New Technique for Construction of Cities in Mountain Area of the Ministry of Education;Chongqing University;
Luo Wenwen;Li Yingmin;Han Jun;Zhang Songbai;Chongqing University;Key Laboratory of New Technique for Construction of Cities in Mountain Area of the Ministry of Education;Chongqing University;
..............page:241-246
Influences of seismic load characteristics on dynamic responses of new type sheet-pile wharf with separated relieving platform
Tan Huiming;Mei Taotao;Jiao Zhibin;Hohai University;Nanjing Hydraulic Research Institute;
Tan Huiming;Mei Taotao;Jiao Zhibin;Hohai University;Nanjing Hydraulic Research Institute;
..............page:247-253
Seismic performance assessment of buildings based on life-cycle cost
Dang Yu;Liu Chenghao;Li Yongtao;Lanzhou University of Technology;
Dang Yu;Liu Chenghao;Li Yongtao;Lanzhou University of Technology;
..............page:254-259
Fragility-based probabilistic seismic safety assessment of RC frame structures with infilled masonry walls
Yu Xiaohui;Li Yanjun;Lu Dagang;Jia Mingming;Fan Feng;Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education;Harbin Institute of Technology;Jinan University;
Yu Xiaohui;Li Yanjun;Lu Dagang;Jia Mingming;Fan Feng;Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education;Harbin Institute of Technology;Jinan University;
..............page:260-265
Seismic fragility analysis of mega-sub controlled system based on response surface method
Li Xiangxiu;Tan Ping;Liu Liangkun;Zhang Ying;Zhou Fulin;Beijing University of Technology;Earthquake Engineering Research & Test Center;Guangzhou University;
Li Xiangxiu;Tan Ping;Liu Liangkun;Zhang Ying;Zhou Fulin;Beijing University of Technology;Earthquake Engineering Research & Test Center;Guangzhou University;
..............page:266-272
The impact study of damage and degradation control index on steel frame subjected to strong earthquakes
Wang Meng;Shi Yongjiu;Yang Weiguo;Wang Yuanqing;Beijing Jiaotong University;Tsinghua University;
Wang Meng;Shi Yongjiu;Yang Weiguo;Wang Yuanqing;Beijing Jiaotong University;Tsinghua University;
..............page:273-279
Determination method of numerical analysis models of earthquake damaged reinforced concrete frame structures
Zhou Xiaolong;Li Yingmin;Wuhan Institute of Technology;Chongqing University;
Zhou Xiaolong;Li Yingmin;Wuhan Institute of Technology;Chongqing University;
..............page:280-285
Quantitative analysis of performance index for offshore isolated bridge based on Pushover method
Zhao Guifeng;He Shuang;Ma Yuhong;Cui Jie;Zhou Fulin;Guangzhou University;Earthquake Engineering Research & Test Center;Guangzhou University;
Zhao Guifeng;He Shuang;Ma Yuhong;Cui Jie;Zhou Fulin;Guangzhou University;Earthquake Engineering Research & Test Center;Guangzhou University;
..............page:286-294
The preliminary study on the “spike” in strong motion records
Zhou Baofeng;Wen Ruizhi;Xie Lili;Institute of Engineering Mechanics;China Earthquake Administration;Heilongjiang Construction Group;Harbin Institute of Technology;
Zhou Baofeng;Wen Ruizhi;Xie Lili;Institute of Engineering Mechanics;China Earthquake Administration;Heilongjiang Construction Group;Harbin Institute of Technology;
..............page:295-299
Optimized baseline correction method for the near-fault observation strong motion records
Rong Mianshui;Peng Yanju;Yu Tian;Yang Yu;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Geophysics;China Earthquake Administration;Nuclear and Radiation Safety Center;MEP;
Rong Mianshui;Peng Yanju;Yu Tian;Yang Yu;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Geophysics;China Earthquake Administration;Nuclear and Radiation Safety Center;MEP;
..............page:300-306
The numerical simulation of pseudo-dynamic test method for scale model based on the static similar condition
Chen Zaixian;Chen Shaoqiao;Wu Bin;Wang Huanding;Harbin Institute of Technology at Weihai;Harbin Institute of Technology;
Chen Zaixian;Chen Shaoqiao;Wu Bin;Wang Huanding;Harbin Institute of Technology at Weihai;Harbin Institute of Technology;
..............page:307-311
Aseismatic design code of hydraulic structures-based probabilistic model for non-stationary ground motion
Liu Zhangjun;Zeng Bo;China Three Gorges University;
Liu Zhangjun;Zeng Bo;China Three Gorges University;
..............page:312-316
A simulation method for multivariate stochastic processes
Luo Junjie;Wenliuhan·Heisha;Zhou Fulin;Earthquake Engineering Research Technology Center;Guangzhou University;State Key Laboratory of Subtropical Building Science;South China University of Technology;
Luo Junjie;Wenliuhan·Heisha;Zhou Fulin;Earthquake Engineering Research Technology Center;Guangzhou University;State Key Laboratory of Subtropical Building Science;South China University of Technology;
..............page:317-321
Study on applicability of design method for seismic analysis of subway station
Li Xinxing;Chen Hong;Chen Zhengjie;Shanghai Tunnel Engineering and Rail Transit Design & Research Institute;Technology R & D Center;
Li Xinxing;Chen Hong;Chen Zhengjie;Shanghai Tunnel Engineering and Rail Transit Design & Research Institute;Technology R & D Center;
..............page:322-327
Study of influence on isolation performance of bridge by pier height
Wu Di;Huang Zejun;Zhou Fulin;Cui Jie;Guangdong Provincial Key Laboratory of Earthquake Engineering and Advanced Technology;Guangzhou University;State Key Laboratory of Subtropical Building Science;South China University of Technology;
Wu Di;Huang Zejun;Zhou Fulin;Cui Jie;Guangdong Provincial Key Laboratory of Earthquake Engineering and Advanced Technology;Guangzhou University;State Key Laboratory of Subtropical Building Science;South China University of Technology;
..............page:328-333
Influence of tunneling construction on buried pipelines parallelled with running tunnel
Wang Shaojun;Harbin Institute of Technology;
Wang Shaojun;Harbin Institute of Technology;
..............page:334-338