Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Sichuan Building Science》 2013-05
Add to Favorite Get Latest Update

Analysis on factors effect on the buckling stability of rubber bearing

SHEN Chaoyong;MA Yuhong;HUANG Xiangyun;CHEN Yangyang;LIN Jia;ZHOU Minhui;Earthquake Engineering Research & Test Center,Guangzhou University;Guangdong Institute of Architectural Design and Research;  
In this paper,the influence factors of buckling capacity of rubber bearing with lower second shape factor have been analyzed,in which the finite element method(FEM) was employed.A large general finite element software Abaqus was used,the three dimensional finite element model of isolator was established,the Neo-Hookean model was considered for the rubber material,the elastic and elastic-perfectly plastic constitutive model were used for the inner steel material.The influence factors included thickness of the single inner steel,diameter of the internal hole,shear modulus of inner rubber and thickness of rubber cover of isolator.The analysis results included the horizontal critical buckling load and horizontal critical buckling displacement and the vertical deformation of isolator when horizontal displacement occurring.And FEM results of the buckling critical displacement and results of the code formula were compared.The analysis results show that the inner steel plate considering elastic-plastic may be more adverse.Thickness of the inner steel plate increasing and the internal hole diameter of bearing decreasing will cause the horizontal critical buckling load and displacement to increase,but the degree of the latter influence is greater than that of the former.The shear modulus of the inner rubber and thickness of cover rubber effect on the horizontal critical buckling load and displacement are similar,there are a few influence in a certain range,but excess to this range,the influence will be limited,especially for the horizontal critical buckling displacement.The results of the code formula relative to FEM results tend to be conservative,which failed to consider the effect of thickness of the inner steel plate and thickness of rubber cover and needs to be further investigation.
【Fund】: 国家重点基础研究发展计划973项目(2011CB013606) (2012CB723304);; 国家自然科学基金重大研究计划项目(90815027)
【CateGory Index】: TU352.12
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 HAN Qiang, DU Xiu-li, LIU Wen-guang, LIAO Wei-zhang (Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing 100022, China; EERTC of Guangzhou University, Guangzhou 510405, China);Experimental Research on Tension Property of Rubber Isolators[J];Journal of Beijing University of Technology;2006-03
2 HE Wen-fu1,LIU Wen-guang2,YANG Yan-fei2,HUO Da1(1.College of Civil and Architecture Engineering,Beijing University of Technology,Beijing 100022,China;2.College of Civil Engineering,Guangzhou University,Guangzhou 510405,China);Experimental investigation of elasticplastic mechanical behaviour of horizontal shearing of rubber bearings[J];Journal of Lanzhou University of Technology;2007-03
3 LIU Wen-guang 1,2 , YANG Qiao-rong 3, ZHOU Fu-lin 2 (1. School of Civil Engineering, Beijing Polytechnic University, Beijing 100022, China; 2. Earthquake Engineering Research Test Center, Guangzhou University, Guangzhou 510405, China; 3. School of Civil Engineering,Guangzhou University, Guangzhou 510405,China);Temperature Properties of Natural Rubber Bearings[J];Journal of Guangzhou University(Natural Science Edition);2002-06
4 LIU Wenguang1,2,YANG Qiaorong2,ZHOU Fulin2(1.College of Civil and Architecture Engineering, Beijing Polytechnic University, Beijing 100022 , China;2.Earthquake Engineering Research and Test Center,Guangzhou University, Guangzhou 510405, China);Temperature properties of lead rubber bearings for building[J];World Information On Earthquake Engineering;2003-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WANG Jian-qiang,YAO Qian-feng (College of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an710055,China);Analysis on torsional vibration response of asymmetric structure with base isolated[J];Building Science Research of Sichuan;2004-01
2 JIANG Dong-jun,BAI Liang,ZHAO Dang-shu,ZHAO Hui-min(Faculty of Civil Engineering and Architectural,Kunming University of Science and Technology,Kunming 650224,China);The discussion about building construction and tourism environment of Kunming city[J];Sichuan Building Science;2006-03
3 LIU Jilu(Department of Civil Engineering,Shantou University,Shantou 515063,China);Exact solution of the base-isolated structure[J];Sichuan Building Science;2006-06
4 ZHENG Yu1,WANG Yueming1,WU Fang2,MAO Jie3(1.Southwest University of Science and Technology,Mianyang 621010,China;2.Southwest University of Science and Technology,Mianyang 621010,China;3.Civil Aviation Flight University of China Guanghan Sub-College,Guanghan 618307,China);The response of multi-story masonry building with frame-shear walls under smooth random disturbance[J];Sichuan Building Science;2008-01
5 LI Yang,LI Zili(College of Transport & Storage and Civil Engineering,China University of Petroleum,Dongying 257061,China);The influence of isolator characteristics on the seismic response of base-isolated tank[J];Sichuan Building Science;2009-04
6 ZHANG Dachang1,CHEN Huailiang2,HAN Liting1,HAN Xiaojian1(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Nantong Vocational Technique College,Nantong 226007,China);The experimental study on load-deformation behavior of rubbers under cyclic compressive loading[J];Sichuan Building Science;2009-05
7 LI Yonghua1,2,LI Siming2(1.School of Architecture and Civil Engineering,Nanchang University,Nanchang 330029,China;2.School of Civil Engineering,Tongji University,Shanghai 200092,China);Seismic response analysis of high-position isolation connected buildings[J];Sichuan Building Science;2010-01
8 LI Hui1,2,WEI Biao2,DU Yongfeng1,2,LI Yongxiang2(1.Northwest Center for Disaster Mitigation in Civil Engineering,Ministry of Education,Lanzhou 730050,China;2.School of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China);The research of energy dissipation and seismic mitigation method with dampers on frame supported shear-wall structures[J];Sichuan Building Science;2010-01
9 YANG Yanfei1,HE Wenfu2,ZHU Yan1,XU Gang1(1.Shenzhen Tongji Architects Design Institute Co.,LTD,Shenzhen 518057,China;2.Department of Civil Engineering of Shanghai University,Shanghai 200072,China);Experimental study of deformed lead dampers[J];Sichuan Building Science;2010-02
10 SUN Na1,ZHAO Jie2,YANG Guangjie1,FENG Min1(1.School of Architecture Engineering,Shandong University of Technology,Zibo 255049,China; 2.Shandong Dianshi Architecture Design Co.,Ltd,Zibo 255049,China);Analysis of the damping performance of base-isolation with different friction coefficient[J];Sichuan Building Science;2011-06
China Proceedings of conference Full-text Database 10 Hits
1 Qi Wang Electrical and Electronic Engineering Department, Chengdu Electromechanical College Chengdu China 611730;Semi-Active Control System Optimal Design of More Structure to Contact the Magnetic Damper[A];[C];2011
2 Gu Wei~1,Wen Xiaodong~1,Liu Bin~2 (Ningbo Institute of Technology,Ningbo,315016,P.R.China)~1 (College of Resources and Civil Engineering,Northeast University,Shenyang,110004,P.R.China)~2;Response Research on Masonry Structure with Frictional Base-Isolation Considering the Earthquake Action in Vertical Directions[A];[C];2011
3 Zhang Chi;Vibration Isolation Study of a Centrifugal Fan Noise Control System Used in a Mine Wind Well[A];[C];2011
4 Yongfeng DU1,2 Hui Li2 Zhongtie WU1 Song Li1 Neng Tang1(1 Institute of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology,Lanzhou,730050,PR China 2 Western Engineering Research Center for Disaster Mitigation in Civil Engineering,Ministry of Education,Lanzhou,730050,PR China);A study on limit value of height to width ratio subject to multi dimensional near fault seismic excitation[A];[C];2010
5 JIN Yong (Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, 200092, China);Energy Dissipation of Technology and Engineering Application[A];[C];2009
6 Xia Chang Qiai (Fuzhou planning design&Research Institute,Fuzhou 350003,China) (Fuzhou University,Fuzhou 350002,China);The Deficiency and Innovation of the Approaches to Seismic Vibrations Control of Structures[A];[C];2009
7 Lei Jingya Luo Denggui (1.Institute of Seismology,CEA,Wuhan 430071 2.Crustal Movement Laboratory,Wuhan 430071);Analysis on the effect of absorbing vibration of the base-isolated multi-story building[A];[C];2007
8 ~*SHANG Shou-ping~1,YAO Fei~1,LIU Ke~1,ZHOU Zhi-jin~1,LIU Wei~1 (1.Civil engineering college of Hunan University,Hunan Changsha 410082);RURAL RESIDENTIAL SEISMIC RESISTANCE PRACTICAL TECHNOLOGY[A];[C];2009
9 ZHOU Yun,WU Cong-xiao,DENG Xue-song (School of Civil Engineering,Guangzhou University,Guangzhou,Guangdong 510006,China);DEVELOPMENT,RESEARCH AND APPLICATION OF LEAD VISCOELASTIC DAMPER[A];[C];2009
10 Li Pengcheng,Zhang Jichao,Xu Yong (School of Civil Engineering,Guangzhou University,Guangzhou 5100006);Study on shaking table test of Square E of Guangdong Science Centre[A];[C];2009
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 Liu Wenguang ;Zhou Fulin ;Zhuang Xuezhen(South China Construction University.Guangzhou 510405,China)Feng Demin Miyama Takafumi Kato Yasumasa(Fujita Corp. , Yokohama, 224-0027, Japan);Research On Fundamental Mechanic Characteristics of Lead Rubber Bearings[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-01
2 LIU Wen guang 1, ZHOU Fu lin 1, ZHUANG Xue zhen 1, KATO Tasimasa 2 MIYAMA Takafumi 2, FENG De min 2, ZHEN Bing hui 3, LI Zheng rong 3 (1 South China Construction University, Guangzhou, 510405, China; 2 Institute;Mechanic characteristics of rubber bearings in column top isolation system[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-03
3 LIU Wen-guang' MIYAMA Takafumi FENG De-min ZHOU Fu-lin (1.Guangzhou University, Guangzhou 510405, China; 2. Technology Development Division of Fujita, 243-0125. Atsugi, Japan);A Simple method for computing vertical stiffness of rubber bearings[J];Earthquake Engineering and Engineering Vibration;2001-04
4 LIU Wen-guang~(1),YANG Qiao-rong~(1),ZHOU Fu-lin~(1),FENG De-min~(2) (1.Earthquake Engineering Research Test Center of Guangzhou University,Guangzhou 510405, China; 2.Technology Development Division of Fujita Corp, Kanagawa Atsugi,224-0125, Japan);Theoretical and experimental researches on nonlinear elastic tension property of rubber isolators[J];Earthquake Engineering and Engineering Vibration;2004-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved