Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Vibration and Shock》 2015-16
Add to Favorite Get Latest Update

Rapid MPA method for multiple multi-span continuous bridges

CAO Sa-sa;ZHONG Jian;YUAN Wan-cheng;State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University;College of Civil Engineering,Guangzhou University;  
Rapid MPA method was proposed for multiple multi-span continuous bridges. In the rapid MPA,target displacements at control points were computed according to the rule of equal displacement,so the rapid MPA method can greatly simplify the procedure of MPA. For multiple multi-span continuous bridges,the control points' displacements computed in accordance with the equal displacement rule were used as the approximation of modal pushover target displacements. The rapid MPA proposed has been carried out for seismic performance evaluation of the bridges. Compared with the time-history analysis,it turns out that the rapid MPA is capable of providing reasonable seismic responses of multiple multi-span continuous bridges.
【Fund】: 国家自然科学基金(51478339 51278376);; 土木工程防灾国家重点实验室基金(SLDRCE14-B-14)
【CateGory Index】: U442.55
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 4 Hits
1 Wei Biao1 Li Jianzhong2(1.Central South University,Changsha 410075,China;2.Tongji University,Shanghai 200092,China);Displacement-based seismic design of irregular continuous bridges[J];China Civil Engineering Journal;2011-08
2 WEI Biao,LI Jian-zhong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Equal transverse displacement criterion for continuous bridges[J];Journal of Vibration and Shock;2009-11
3 CHEN Xing-ye,TANG Xue-song,ZHAO Bing(School of Civil Engineering and Architecture,Changsha University of Science and Technology,Changsha 410076,China);Antiseismic performance analysis of a continuous rigid frame bridge by application of modified MPA method[J];Journal of Vibration and Shock;2010-12
4 WEI Biao1,LI Jian-zhong2(1.School of Civil Engineering,Central South University,Changsha 410075,China;2.Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Modal pushover analysis of an irregular continuous bridge[J];Journal of Vibration and Shock;2011-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Zeng Jinming,Zhu Dongsheng,Zhang Yongshui,Zhang Jie (School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Nonlinear Seismic Response of Continuous Rigid Frame Bridge in Longitudinal Direction[J];Journal of Chongqing Jiaotong University(Natural Science);2012-02
2 WEI Biao;DAI Gong-lian;School of Civil Engineering,Central South University;;IMPORTANCE INDEX FOR MODES OF IRREGULAR CONTINUOUS BRIDGES[J];Engineering Mechanics;2013-09
3 Huang Hua;;Analysis on Transverse Plastic Collapse of Steel Reinforced Concrete Bridge[J];Urban Roads Bridges & Flood Control;2014-10
4 Zhu Yongyi;Luo Fuyuan;;Reasonable Setup Method of Lateral Seismic Block for Small-span and Middle-span Bridges[J];Urban Roads Bridges & Flood Control;2014-11
5 ZHENG Yongyang;FU Mingfu;School of Civil Engineering and Architecture,Nanchang University;Nanchang Urban Planning Design and Research Institute;;Unified calculation method of design response spectrum and generation of synthetic earthquake accelerograms compatible with the spectrum[J];Journal of Railway Science and Engineering;2014-06
6 Yang Guang;;Analysison Earthquake Responseof Self-anchored Single-plane Suspension Bridge[J];Urban Roads Bridges & Flood Control;2015-05
7 Di Shengkui;Song Ruihua;Xiang Changsheng;Wang Lixian;OuYang Qi;Research Center of Western Civil Engineering Disaster Prevention and Mitigation Attached to Ministry of Education.Lanzhou University of Technology;School of Civil Engineering.Lanzhou University of Technology;;Effects of Lateral Brace on Seismic Response of Steel Box Tied-Arch Bridge[J];Journal of Gansu Sciences;2015-03
8 WANG Ruilong;JI Dongbing;XU Yan;LI Jianzhong;State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University;;Nonlinear seismic demand analysis of concrete cable-stayed bridge tower using incremental dynamic analysis[J];Earthquake Engineering and Engineering Dynamics;2014-S1
9 Tang Tang;Qian Yong-jiu;Shao Chang-jiang;School of Civil Engineering,Southwest Jiaotong University;Sichuan Huateng Hingway Engineering Test Checking Co. Ltd;;Seismic Analysis and Retrofit of the City Ramp Bridge[J];Earthquake Resistant Engineering and Retrofitting;2015-03
10 Liu Min;Shanghai Municipal Engineering Desing Insitute Group Foshan Smedi Insitute Co.,Ltd.;;Application of Double Spherical Seismic Isolation Bearing in Long-span Continuous Girder Bridge[J];Guangdong Architecture Civil Engineering;2015-01
China Proceedings of conference Full-text Database 1 Hits
1 YAN Bin;DAI Gonglian;School of civil engineering,Central South University;;Computational Model for Interaction between High-speed Railway Bridge and Continuously Welded Rail[A];[C];2015
【Secondary Citations】
Chinese Journal Full-text Database 5 Hits
1 WANG Dong-sheng; ZHAI Tong; GUO Ming-zhu(Institute of Engi neering Mechanics, China Seismologicla Bureau. Harbin 150080, China);Estimated seismic vulnerability of bridges by push-over method[J];WORLD INFORMATION ON EARTHQUAKE ENGINEERING;2000-02
2 WANG Ke-hai,LI Qian(Research Institute of Highway,the Ministry of Communications,Beijing 100088,China);Mode-based Push-over Method Applied to Aseismatic Analysis of Bridges[J];Journal of the China Railway Society;2006-02
3 CHEN Liang,LI Jianzhong,ZHANG Wenxue (Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Effects of Girder and Pier Stiffness on Continuous Bridge Regularity in Transverse Direction[J];Journal of Tongji University(Natural Science);2007-09
4 WEI Biao,LI Jian-zhong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Equal transverse displacement criterion for continuous bridges[J];Journal of Vibration and Shock;2009-11
5 CHEN Xing-ye,LIU Wen-hao,TANG Xue-song(College of Bridge and Structural Engineering,Changsha University of Science and Technology,Changsha 410076,China);Pushover analysis for continuous rigid frame bridge[J];Journal of Central South University(Science and Technology);2008-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved