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《Journal of University of Science and Technology Beijing》 2008-11
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Pushover-method-based analyses of critical angle to the seismic response of curved bridges

SONG Bo,PAN Jianshi School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China  
Considering the complexity of time history analysis on each curved bridge pier whose maximum response relies on the seismic angle,a relationship between the curvature at the bottom of the pier and the seismic response was presented based on the principle of Pushover method.The formula to calculate the critical angle was gained with non-liner Pushover method.Through the case of a curved bridge,the critical angle to the seismic response of the curved bridge was calculated with the non-linear statically analytical method.The results of dynamical time history analysis in the range from 0° to 180° indicate that the formula is accurate to determine the critical angle to the seismic response of curved bridges.
【Fund】: 国家自然科学基金重大研究计划资助项目(No.90715007)
【CateGory Index】: U441.3
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【Citations】
Chinese Journal Full-text Database 10 Hits
1 Feng Yuntian, Li Mingrui(Beijing Agricultural Engineering University)Lin Chunzhe(China Academy of Building Research);ELASTIC EARTHQUAKE RESPONSE ANALYSIS FOR COMPLEX STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1991-04
2 NIE Li-ying,LI JIAN-zhong, FAN Li-chu (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092, China);Principle and effect of critical angle of complicated structure in dynamic analysis[J];Earthquake Engineering and Engineering Vibration;2003-03
3 LIUChun-guang~*,LINGao( School of Civil and Hydraul. Eng., Dalian Univ. of Technol., Dalian 116024, China );Research on push-over method for earthquake-resistant performance of bridge structure[J];Journal of Dalian University of Technology;2005-03
4 XU Xing-guo1, TANG Guang-wu2, ZHENG Gang2;Application of Push-over Analytic Method to Seismic Resistance Performance Evaluation of Double Column Piers[J];Technocogy of Highway and Transport;2005-03
5 Qian Jiaru Luo Wenbin;Displacement Based Seismic Design Methodology for Building Structures[J];Building Structure;2001-04
6 ZHU Dong-sheng, YU Lu-song, LIU Shi-zhong (1.Institute of Engineering Structures,Lanzhou Railway University,Lanzhou 730070,China; 2.College of Civil Engineering and Architecture,Lanzhou Railway University, Lanzhou 730070,China);The Study of Earthquake Input Principal Direction for Irregular Bridges[J];Journal of Lanzhou Railway Institute;2000-06
7 ZHOU Yun, AN Yu, LIANG bang-wen (College of Civil Engineering,Guangzhou University,Guangzhou 510405, China; Xi 'an University of Architecture & Technology,Xi'an 710055, China);Research and development of performance-based seismic design theory and method[J];World Information On Earthquake Engineering;2001-02
8 FAN Li chu,NIE Li ying,LI Jian zhong (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Discussion on Standard of Critical Angle of Seismic Wave in Seismic Analysis of Complicated Structures[J];Journal of Tongji University;2003-06
9 Gao Xiaoan Zhou Xiyuan1.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013;2.College of Civil Engineering and Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing Univ.of Technology,100022;Multi-Component Seismic Response Analysis for Curved Bridges[J];Special Structures;2005-01
10 ZHU Dong-sheng, LIU Shi zhong,YU Lu song (Research Institute of Anti seismic & Disaster Reduction, Lanzhou Railway University, Lanzhou 730070, China);Research on seismic response of curved girder bridges[J];China Journal of Highway and Transport;2002-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 SUN Jun,LIU Zheng,LIU Yong-fang (Faculty of Architectural Engineering,Kunming University of Science and Technology,Kunming650224,China);Studies on performance-based seismic design of engineering structures[J];Building Science Research of Sichuan;2005-03
2 SHEN Zhangchun,WANG Quanfeng(Huaqiao University,Quanzhou 362021,China);Theory and practical method of performance-based seismic design[J];Sichuan Building Science;2008-03
3 PENG Yong-jun,ZHU Dong-sheng,ZANG Bo(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Vertical Seismic Response on a Top-Bear Arch Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2009-03
4 Wang Wei;Present Situation of Study for Push-over Analysis on Evaluation of Bridge Anti-earthquake Performance[J];Urban Roads Bridges & Flood Control;2007-03
5 Xiao Yude;Study of Dynamic Load Test of Qinghua River Bridge of Wanyi Highway in Wuhu[J];Urban Roads Bridges & Flood Control;2007-06
6 NIE Li-ying,LI JIAN-zhong, FAN Li-chu (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092, China);Principle and effect of critical angle of complicated structure in dynamic analysis[J];Earthquake Engineering and Engineering Vibration;2003-03
7 WU Bo,LI Yi-hua(Department of Civil Engineering, South China University of Technology, Guangzhou 510640);Reliability level of interstory drift for weak story of existing RC frame structure[J];Earthquake Engineering and Engineering Vibration;2003-06
8 Hu Kongguo,Chen Xiaobing,Yue Qingrui(1.Building Research General Institute,China Metallurgical Industry Group,Beijing 100088,China; 2.State ResearchCentre of Diagnosis and Retrofit Engineering Technology for Industrial Buildings,Beijing 100088,China);Performance-based seismic retrofit design with carbon fiber polymer[J];Earthquake Engineering and Engineering Vibration;2004-05
9 Wei Shuangke~(1),Li Hongjing~(1),Luo Hansong~(2),Gu Hanqing~(1)(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Nanjing Municipal Design andResearch Institute Co.,Ltd.,Nanjing 210008,China);A dynamic model of curved box girder beam in highway interchanges[J];Earthquake Engineering and Engineering Vibration;2006-04
10 XIONG Lihong1,2,ZHANG Minzheng2,DU Xiuli1(1.College of Civil Engineering,Beijing University of Technology,Beijing 100022,China;2.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Seismic performance of confined concrete block structures[J];Journal of Earthquake Engineering and Engineering Vibration;2007-02
China Proceedings of conference Full-text Database 5 Hits
1 Wang Kehai Li Qian Research Institute of Highway,the Ministry Communications of China,Beijing 100088;Research Progress on Seismic Design of Bridge[A];[C];2007
2 ZHI XuDong XIE LiLi (Harbin Institute of Technology,Harbin 150090,China);Application of Damage of Reticulated Shells for Performance-Based Anti-Seismic[A];[C];2007
3 Qian Jiaru, Xu Fujiang (Key Laboratory for Structural Engineering and Vibration of the Ministry of Education, Tsinghua University, Beijing 100084, China);Deformation Decomposition Rule of RC Frame Core Tube Structures[A];[C];2006
4 Liang Xingwen Xie Junqiang (Civil Engineering Institute, Xi' an University of Architecture and Technology, Xi'an 710055, China);Research on Displacement - based Seismic Design Method of RC Frames[A];[C];2006
5 Xin Li, Liang Xingwen (Xi' an University of Architecture and Technology, Xi'an 710055, China);Displacement- based Seismic Design Method of Frame - shear Wall Structures Considering Higher Mode Effects[A];[C];2006
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHOU Xi-yuan, GAO Xiao-an, MA Dong-huiInstitute of Earthquake Engineering, Beijing University of Technology, Beijing 100022, China; Institute of Earthquake Engineering, China Academy of Building Research, Beijing 100013, China;Simplified Formula for Correlative Coefficient of CQC Method[J];Journal of Beijing Polytechnic University;2004-04
2 Feng Yuntian, Li Mingrui(Beijing Agricultural Engineering University)Lin Chunzhe(China Academy of Building Research);ELASTIC EARTHQUAKE RESPONSE ANALYSIS FOR COMPLEX STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1991-04
3 HE Zheng; OU Jin-ping,(School of Civil Engineering, Harbin University of Civil Engineering & Architecture, Harbin 150090, China);Seismic damage performance design of reinforced concrete structures based on improved capacity spectrum method[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-02
4 FENG Junhui,YAN Guiping,ZHUONG Tieyi(Faculty of Civil Engineering, Northern Jiaotong University, Beijing 100044, China);Pushover Analysis Method in Earthquake Engineering[J];Journal of Guizhou University of Technology(Natural Science Edition);2003-02
5 Shunsuk Otani;Japanese Development of Performance-based Design Technology[J];Building Structure;2000-06
6 Qian Jiaru Luo Wenbin;Static Pushover Analysis-an Analytical Tool for Performance/Displacement-Based Seismic Design[J];Building Structure;2000-06
7 Qian Jiaru Luo Wenbin;Displacement Based Seismic Design Methodology for Building Structures[J];Building Structure;2001-04
8 Qian Jiaru; Lit Wen; Fang Ehua(Tsinghua University);Displacement Ductility-Based Aseismic Design for Shear Walls[J];JOURNAL OF BUILDING STRUCTURES;1999-03
9 WANG Yayong (China Academy of Building Research, Beijing 100013, China);A Review of Seismic Response Spectra, Time History Analysis and Energy Method[J];JOURNAL OF BUILDING STRUCTURES;2000-01
10 YE Liaoyuan;PAN Wen (Yunnan Polytechnic University, Kunming 650051, China);The Principle of Nonlinear Static Analysis (Push-over) and Numerical Examples[J];JOURNAL OF BUILDING STRUCTURES;2000-01
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