Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Sichuan Building Science》 2013-04
Add to Favorite Get Latest Update

Structure stability analysis for shell structure under earthquake action

LIU Zhiqin1,LIU Qin2,MA Qianying3(1.Department of Civil and Material Engineering,Henan Uinversity of Urban Construction,Pingdingshan 467036,China;2.Department of Construction Engineering Management,Henan Uinversity of Urban Construction,Pingdingshan 467036,China;3.School of Civil Engineering,Changan University,Xi'an 710064,China)  
Large-span space latticed shell is imperfection sensitivity structure,dynamic stability is more prominent under earthquake action.In order to obtain the general rules of dynamic stability,considering integral performance,seismic load transformed into function form of quantitative analysis,the theory of dynamic stability binding finite element,derived differential equation for dynamic stability region,solving the equation,dynamic instability region was obtained,even the amplitude of dynamic load is far less than the critical value of static instability,the structure liables to unstable phenomenon;the discrimination of dynamic stability using B-R criterion and time-frozen method,loads on supporting structure in dynamic stability region,maximum displacement of structure constantly gradually widens with time increasing,movement tendency is divergent;load case beyond dynamic stability region,maximum displacement gradually reduces with time increasing,integral structure is stable.
【Fund】: 河南省科技攻关重点项目(112102210361)
【CateGory Index】: TU399;TU311.2
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 2 Hits
1 LI Zhong-xue, SHEN Zu-yan, DENG Chang-gen (Department of Building Engineering, Tongji University, Shanghai 200092, China);Identification and Judgment Criteria of Nonlinear Dynamic Stability in Lattice Steel Structures[J];JOURNAL OF TONGJI UNIVERSITY;2000-02
2 Qsu Shuying Qu Naisi (Yantai University, 264005) (Dalian University of Technology, 116024);Determining for Dynamic Instability Domain of Spatial Frame Structure[J];CHINESE JOURNAL OF APPLIED MECHANICS;1999-02
Chinese Journal Full-text Database 10 Hits
1 LIU Ai-rong ZHANG Jun-ping YU Qi-cai ZHOU Fu-lin(School of Civil Engineering,Guangzhou University,Guangzhou 510006,China);Study of longitudinal seismic response for long-span combined bridge of continuous rigid-frame and arch structure[J];World Earthquake Engineering;2007-01
2 ZHOU Guoliang1,BAO Yexin2,LI Xiaojun1,PENG Xiaobo1(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Shijiazhuang Architecture Industry Group Co.Ltd,Shijiazhuang 050091,China);Review on dynamic analyses of structures under multi-support excitation[J];World Earthquake Engineering;2009-04
3 Lou Menglin,Kang Shuai(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092);Study on Traveling Wave Resonance Effect in Seismic Response of Earth Dam[J];Water Power;2009-05
4 ZHANG Zhi-chao1,2,ZHANG Ya-hui1,LIN Jia-hao1(1.Faculty of Vehicle Engineering and Mechanics,State Key Laboratory of Structural Analysis and Industrial Equipment,Dalian University of Technology,Dalian 116024,China;2.Locomotive and Rolling Stock Institute,China Academy of Railway Sciences,Beijing 100081,China);Influence of Train Speeds on Random Vibration of Train-bridge Systems[J];Journal of the China Railway Society;2011-04
5 LIU Chunguang1,2,LI Huijun2(1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China;2.Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China);Dynamic Reliability Evaluation of Double-Layer Cylindrical Latticed Shell under Multi-Support Excitations[J];天津大学学报(英文版);2010-05
6 Shen Shungao1 Zhang Weijing2 Zhu Dan1 Qian Jiaru2 Pei Yongzhong1,2 (1. China Aeronautical Project & Design Institute, Beijing 100011, China; 2. Tsinghua University, Beijing 100084, China );Seismic response analysis of two long-span hangars under multiple support excitations[J];China Civil Engineering Journal;2008-02
7 Nie Liying Zhang Lei Li Shuojiao (Hohai University,Nanjing 210098,China);Study of the longitudinal failure pattern of long span suspension bridges under earthquake[J];China Civil Engineering Journal;2011-04
8 ZHANG Ran1,WANG Xin-min2(1.The Third Railway Survey and Design Institute Group Corporation,Tianjin 300142,China;2.Structural Heath Monitoring and Control Institute,Shijiazhuang Tiedao University,Shijiazhuang 050043,China);Research on Analysis Methods for Structural Dynamics on Considering the Effect of Constant Loads[J];Journal of Railway Engineering Society;2013-06
9 TIAN Zhongye,LOU Menglin(State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Research in Response Spectrum for Multi-supported Structures: Present Situation and Its Development[J];Journal of Tongji University(Natural Science);2013-08
10 JIANG Yang,SHI Yong-jiu,WANG Yuan-qing(Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Department of Civil Engineering,Tsinghua University,Beijing 100084,China);Relative Dynamic Response of Structures Under Multi-support Excitations[J];Journal of Wuhan University of Technology;2010-09
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Ma Kunquan(Dept.of Civil Eng.,Shanghai Tiedao Univ.);Seismic Response Analysis of Long ─Span Continuous Box─Girder Bridge with High Piers[J];;1995-02
2 LIU Tian-yun1, LJU Guang-ting1, XUE Ying2 (1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084. China; 2. Nei Monggal Tongliao Dianye Ju, Nei Monggal 028000, China);A random analytical approach for structures with random multi-point earthquake exciation[J];World Information On Earthquake Engineering;2001-04
3 WANG Hang~1YANG Qing-shan~2 (1.Beijing General Municipal Engineering Design and Research Institute, Beijing 100045,China; 2.School of civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China);Influence of the spatial variation of seismic ground motions on the multi-supporting structures[J];World Information On Earthquake Engineering;2004-01
4 HU Da-zhu~1,LI Hong-nan~(1,2),JIA Lian-guang~1,LI Xiao-li~3 (1.Col.of Civ.Eng.,Shenyang Arch.and Civ.Eng.Univ.,Shenyang,110168,China);Nonlinear dynamic analysis on the transmission tower subjected to earthquake action[J];Journal of Shenyang Architectural and Civil Engineering Institute;2004-02
5 Xiang Haifan;Earthquake Response Analysis of Cable-Stayed Bridges Under the Action of Travelling Waves[J];Journal of Tongji University;1983-02
6 Li Zhongxue; Shen Zuyan; Deng Changgen(Department of Building Engineering, Tongii University, Shanghai, 200092);Application of General Displacement Controlling Method in Dynamic Stability Problems[J];JOURNAL OF TONGJI UNIVERSITY;1998-06
7 LI Zheng - nong; LOU Meng - lin(Institute of Structural Theory,Tongji University,Shanghai 200092,China);Research Status in Earthquake Input of Long - span Bridges[J];JOURNAL OF TONGJI UNIVERSITY;1999-05
8 YANG Yu min,YUAN Wan cheng,FAN Li chu (Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Transverse Seismic Response of Long-span Cable-stayed Bridges and Their Fractal Characteristic[J];Journal of Tongji University;2001-01
9 PAN Dan-guang,LOU Meng-lin,FAN Li-chu (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Status of Seismic Response Analysis of Long-span Structures under Multiple Support Excitations[J];Journal of Tongji University;2001-10
10 PAN Dan guang, LOU Meng lin, FAN Li chu (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Computational Model for Nonlinear Seismic Response Analysis of Soil Site under Multi-support Excitations[J];Journal of Tongji University;2002-12
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved