Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Earthquake Engineering and Engineering Vibration》 2007-02
Add to Favorite Get Latest Update

Investigation on rational analytical model of tall bridge pier

LIANG Zhiyao,LI Jianzhong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China)  
Two analytical models of pier are developed based on the elastic-plastic beamcolumn element and the elastic-plastic fiber beam-column element.Structural seismic demands,such as formation of plastic hinge,expansion of plastic zone,plastic rotation and tip displacement,are discussed in detail,and the influence of elastic-plastic beam-column element divisions on the seismic demand is analyzed and compared.It is shown that the tall pier remarkably differs from the lower pier in seismic demands when the higher vibration modes contribute more.Plastic hinges generally form in the middle and at the bottom of the tall pier at the same time and expand with the enhancement of seismic excitations.Different element divisions have significant effect on the plastic rotation and the roof displacement demand.Finally,the applicability of two analytical models is discussed in the seismic demand analysis of tall bridge piers.
【Fund】: 国家自然科学基金项目(50578118)
【CateGory Index】: U442.55
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 10 Hits
1 ZHAN Yulin 1,ZHAO Renda 1,XU Tengfei 1,TANG Chengping 2 (1.Department of Bridge Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.Sichuan Yaxi Expressway Limited Liability Company,Yaan 625000,China);Nonlinear analysis on continuous rigid frame bridge with large-span and high-pier made of concrete filled steel tube laced columns[J];Sichuan Building Science;2009-06
2 LIU Wen-hua,LI Li-xin(CHELBI Engineering Consultants,Inc.,Beijing 100029,China);Seismic Design of High Pier Bridges in Mountainous Region[J];Highway;2010-07
3 CUI Haiqin,HE Shuanhai,SONG Yifan(Key Laboratory of Old Bridge Detection and Reinforcement Technique Ministry of Transport,Chang'an University,Xi'an Shaanxi 710064,China);Experimental Study on Antiseismic Ductility of Hollow Rectangular Thinwalled Pier[J];Journal of Highway and Transportation Research and Development;2010-06
4 Cui Haiqin He Shuanhai Song Yifan Zhao Xiaoxing(Key Laboratory of Bridge Detection and Reinforcement Technique Ministry ofCommunications,Chang′an University,Xi′an 710064,China);Analysis on seismic behavior of hollow rectangular thin-walled pier confined by CFRP[J];Journal of Huazhong University of Science and Technology(Natural Science Edition);2010-06
5 CHEN Liang(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Applicability of ESDOF Model for Seismic Analysis of Girder Bridges[J];Structural Engineers;2011-04
6 CHEN Xing-chong SHANG Yao-zhao ZHANG Yong-liang XIA Xiu-shen(College of Civil Engineering,Lanzhou jiaotong University,Lanzhou 730070,China);Analysis of seismic reduction performance on the high pier and long span railway simply-supported steel truss girders[J];World Earthquake Engineering;2008-01
7 XIA Xiushen,CHEN Xingchong,WANG Changfeng (School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);Nonlinear seismic response of the tall RC piers of railway bridges[J];World Earthquake Engineering;2008-02
8 ZHANG Yongliang,CHEN Xingchong,WU Haiyan(School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);Research on seismic response reduction with viscous dampers in the railway steel truss girder bridge[J];World Earthquake Engineering;2009-04
9 XIA Xiu-shen1,2,CHEN Xing-chong1,2(1.Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province,Lanzhou Jiaotong University,Lanzhou 730070,China; 2.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);Controlled Rocking and Pier Top Seismic Isolation of Railway Bridge with Tall Piers[J];Journal of the China Railway Society;2011-09
10 SUN Zhi-guo1,GUO Xun1,WANG Dong-sheng2,LIANG Yong-duo1 (1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China; 2.Institute of Road and Bridge Engineering,Dalian Maritime University,Dalian 116026,China);Analysis on Ductile Deformability of Hollow Reinforced Concrete Bridge Piers[J];Journal of the China Railway Society;2012-01
Chinese Journal Full-text Database 3 Hits
1 Li Jianzhong, Song Xiaodong, Fan Lichu (Department of Bridge Engineering, Tongji University,Shanghai 200092,China);Investigation for displacement ductility capacity of tall piers[J];Earthquake Engineering and Engineering Vibration;2005-01
2 NIE Li-ying1,2 , LI Jian-zhong1 , FAN Li-chu1 (1. Tongji University, Department of Bridge Engineering, Shanghai 200092, China; 2. Lanzhou Railway University, School of Civil Engineering and Architecture , Gansu Lanzhou 730070, China);ELASTIC-PLASTIC FIBER BEAM-COLUMN ELEMENT AND ITS PARAMETRIC ANALYSIS[J];Engineering Mechanics;2004-03
3 LI Rui, NING Xiao-jun, YE Liao-yuan, LI Xin-Ie (The Faculty of Architectural Engineering, Kunming University of Science and Technology, Kunming 650224, China);Earthquake Response Analysis of Girder Bridge With High Pier[J];Journal of Kunming University of Science and Technology;2001-05
Chinese Journal Full-text Database 10 Hits
1 CHEN Huailiang1,ZHANG Dachang2 (1.Nantong Textile Vocational Technology College,Nantong 226007,China;2.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);Numerical simulation on the thickness of high damping rubber layer built in plastic hinge[J];Sichuan Building Science;2010-06
2 WANG Jiang-sheng,LIU Feng-kui(School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);Research on influence of high bridge pier rigidity to bridge earthquake resistance[J];Journal of Henan University of Urban Construction;2010-06
3 ZHAO Guo-hui,LIU Jian-xin(Bridge and Tunnel Key Laboratory of Shanxi,Chang'an University,Xi'an 710064,China);Analysis of seismic performance of continuous rigid frame using lightweight concrete in superstructure[J];Journal of Transport Science and Engineering;2009-03
4 YANG Cheng1,XU Tengfei1,LI Yingmin2,YANG Pu2(1.College of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;2.College of Civil Engineering,Chongqing University,Chongqing 400045,China;;Research on modified IDA method by inelastic response spectrum[J];Journal of Earthquake Engineering and Engineering Vibration;2008-04
5 GU Yin1,HUANG Yijun2,ZHUO Weidong1(1.Department of Civil Engineering,Fuzhou University,Fuzhou 350002,China;2.Urban Planning & Design Institute of Quanzhou,Quanzhou 362000,China);Study on seismic vulnerability of long-span continuous rigid frame bridge with high piers[J];Journal of Earthquake Engineering and Engineering Vibration;2011-02
6 LI Lifeng,HUANG Jiamei,WU Wenpeng,WANG Lianhua(College of Civil Engineering,Hunan University,Changsha 410082,China);Research on the seismic performance of bridge with high piers and long spans using Incremental Dynamic Analysis[J];Journal of Earthquake Engineering and Engineering Vibration;2012-01
7 WU Wenpeng,LI Lifeng,WANG Lianhua,HUANG Jiamei(College of Civil Engineering,Hunan University,Changsha 410082,China);Evaluation of seismic vulnerability of high-pier long-span bridge using incremental dynamic analysis[J];Journal of Earthquake Engineering and Engineering Vibration;2012-03
8 CHEN Xin1,2,LI Ai-qun1,2,SHEN Shun-gao3,ZHAO Bo-you3,DING You-liang1,2(1.School of Civil Engineering,Southeast University,Nanjing 210096,China;2.Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing210096,China;3.China Aeronautical Project and Design Institute,Beijng 100011,China);Optimal Design and Analysis of Spatial Grid Structures with Large Column Spacing Based on Fiber Model[J];Journal of Disaster Prevention and Mitigation Engineering;2010-04
9 ZHANG Guang-liang1,ZHANG Guang-yu1,LI Jun2(1.He'nan Hongqiqu Construction Group Co.,Ltd.,Beijing 100039,China;2.Anhui Haijie Construction Engineering Co.,Ltd.,Hefei,Anhui 230051,China);Application of Improved Fiber Model Unit in Non-linear Analysis of Shear Wall[J];Journal of Water Resources and Architectural Engineering;2010-02
10 Chen Hai-bo, Liu Bao-dong (College of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Seismic Response Analysis of a High-pier Long-span Continuous Rigid Frame Bridge[J];Earthquake Resistant Engineering;2005-03
China Proceedings of conference Full-text Database 2 Hits
1 LI QIAN, WANG KEHAI, WEI HAN (Research Institute of Highway, the Ministry of Communications of China, Beijing 100088);Seismic Response Analysis of the Bridge with High Piers[A];[C];2005
2 YANG Cheng~(1,2),PAN Yi~(1,2),ZHAO Shi-chun~(1,2),LI Tong-mei~(1,2),LI Ying-min~3 (1.College of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;2.Key Laboratory of Seismic Engineering of Sichuan Province,Chengdu 610031,China;3.College of Civil Engineering,Chongqing University,Chongqing 400045,China);Effect of Seismic Intensity Measure Function to the IDA Curves Dispersion[A];[C];2009
Chinese Journal Full-text Database 10 Hits
1 LI Kang ning 1,HONG Liang 2 (1.Earthquake Disaster Mitigation Research Center,The Institure of Physical and Chemical Research,Miki,Hyogo Prefecture,Japan; 2.CANNY Consultants Pte Ltd,261 Waterloo Street,Singapore);CANNY software for elastic & plastic analysis of 3-dimensional structure[J];Building Science Research of Sichuan;2001-04
2 PAN Yi,CHEN Zhao-hui (Faculty of Civil Engineering, Chongqing University, Chongqing 400045,China);Experimental studies on the property of corrosion in basic concrete members[J];Building Science Research of Sichuan;2004-03
3 TANG Chengping (Sichuan Yaxi Expressway Limited Liability Company,Ya'an 625000,China);The review on the stability of the present research of long-span rigid frame bridge with high piers[J];Sichuan Building Science;2008-06
4 Li Hengzhi;The Method to Solve Continuous Leam by Transfer Matrik[J];;1991-01
5 CAO Zhong-hua,WAN Hai-ying(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Control analysis in construction of long-span continuous rigid frame bridges[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2008-01
6 NI Yongjun1, ZHU Xi1, WEI Qingchao1, TANG Huigong2 (1.School of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044,China; 2.Shenzhen Ocean Power Industrial Co. Ltd., Shenzhen, 518040,China);Seismic Retrofit of Concrete Columns with Fiber Reinforced Polymer (FRP)-A State-of-the-Art[J];Journal of Northern Jiaotong University;2003-04
7 DU Xiu-li~1 HAN Qiang~(1,2) LI Zhong-xian~3 LI Li-yun~1 CHEN Shao-feng~4 ZHAO Jian-feng~5 1.The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100022,China; 2.Department of Civil Engineering,Tsinghua University,Beijing 100084,China; 3.College of Civil Engineering,Tianjin University,Tianjin 200072,China; 4.College of Transtportation,Harbin Institute of Technology,Harbin 150090,China; 5.College of Civil Engineering,Qingdao Technological University,Qingdao 266003,China;The Seismic Damage of Bridges in the 2008 Wenchuan Earthquake and Lessons From Its Damage[J];Journal of Beijing University of Technology;2008-12
8 DENG Zong-cai1,LI Jian-hui1,ZHANG Xiao-dong2 (1.The Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing 100124,China;2.China Academy of Building Research,Beijing 100013,China);Seismic Behavior of RC Corroded Columns Strengthened With Hybrid FRP[J];Journal of Beijing University of Technology;2009-10
9 CHENG Xiang-yun(Hume Engineering Consultants LTD. Guangdong, Guangzhou 510080, China);Two problems in design and calculation of higher bridge piers[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;2000-02
10 SHAN De-shan, LI Qiao (Department of Bridge & Structural Engineering, Southwest Jiaotong University, Chengdu, 610031, China);Study of aseismic design for railway curve-girder bridges[J];Journal of Chongqing Jiaotong University;2005-01
China Proceedings of conference Full-text Database 1 Hits
1 Ai Qinghua, Wang Dongsheng , Li Hongnan ( State Key Laboratory of Costal and Offshore Engineering, Dalian University of Technology. Dalian 116023 China; Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026, China);Preliminary Study of Bounding Surface Model for Reinforced Bar under Low-cycle Load[A];[C];2005
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 GUO Yi1,WEN Huabin1,ZHAN Yulin2(1.School of Mechanical Engineering,Sichuan University of Science & Engineering,Zigong 643000,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Dynamic characteristics of the high pier-long span continuous rigid-framed bridge with concrete filled steel tube columns[J];Sichuan Building Science;2012-02
2 Xia Xiushen,Chen Xingchong,Zhang Yongliang,Wang Changfeng;Influence of Nonlinearity on Earthquake Reaction of Large-span Arch Bridge[J];Urban Roads Bridges & Flood Control;2009-04
3 Hu Yu;Study on Eccentric Compression Test of Concrete-filled Steel Tube Assembled Lattice Column High Pier[J];Urban Roads Bridges & Flood Control;2012-02
4 ZHAO Qing(School of Civil Engineering,Anhui University of Architecture,Hefei Anhui 230022,China);Analysis of Influence of Changing Bearing Model on Seismic Response of Girder Bridge[J];Journal of Highway and Transportation Research and Development;2010-12
5 XIA Xiushen1,2,WANG Xihui3,CHEN Xingchong1,2(1.Key Laboratory of Road,Bridge and Underground Engineering of Gansu Province,Lanzhou Jiaotong University, Lanzhou Gansu 730070,China; 2.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou Gansu 730070,China; 3.Hengshui Baoli Engineering Rubber Co.,Ltd.,Hengshui Hebei 053000,China);Effect of Input Ground Motion Dimension on Seismic Response of FPB Isolation Curved Bridge[J];Journal of Highway and Transportation Research and Development;2012-11
6 XIA Xiushen1,2,CHEN Xingchong1,WANG Xihui3,WANG Changfeng1(1.Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province,Lanzhou Jiaotong University,Lanzhou 730070,China; 2.School of Civil Engineering,Lanzhou Jiaoton University,Lanzhou 730070,China; 3.Hengshui Baoli Engineering Rubber Co.,Ltd.,Hengshui 053000,China);Effect of shear key on seismic responses of bridge using isolation bearing[J];Journal of Earthquake Engineering and Engineering Vibration;2012-06
7 Xia Zhanghua1 Zong Zhouhong2 Zhong Rumian2(1 College of Civil Engineering,Fuzhou University,Fuzhou 350108,China)(2School of Civil Engineering,Southeast University,Nanjing 210096,China);Seismic performance of reinforced concrete thin-walled piers with rectangular hollow cross-sections based on bi-axial quasi-static testing[J];Journal of Southeast University(Natural Science Edition);2013-01
8 Zong Zhouhong1 Xia Jian2 Xu Chaoran1(1School of Civil Engineering,Southeast University,Nanjing 210096,China)(2College of Civil Engineering,Fuzhou University,Fuzhou 350108,China);Seismic study of high piers of large-span bridges:an overview and research development[J];Journal of Southeast University(Natural Science Edition);2013-02
9 HUANG Hua;TIAN Ke;SHI Jin-hui;LIU Bo-quan;School of Civil Engineering,Chang'an University;School of Highway,Chang'an University;;Analysis of Influencing Factors of Seismic Performance of RC Columns Strengthened with Steel Wire Mesh[J];Journal of Highway and Transportation Research and Development;2013-09
10 Zong Zhouhong;Deng Jiangdong;Li Yale;Liu Airong;School of Civil Engineering,Southeast University;School of Civil Engineering,Guangzhou University;;Anti-seismic properties of damaged concrete bridge piers with hollow box-section strengthened with adhering steel plates Ⅰ:bi-directional quasi-static test[J];Journal of Southeast University(Natural Science Edition);2013-05
China Proceedings of conference Full-text Database 1 Hits
1 He Fu Guo Xun Li Baokuan (Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,CEA,Harbin 150080,China);Modal test and numerical simulation of Niulanjiang Bridge[A];[C];2012
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved