Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Southeast University(Natural Science Edition)》 2009-S2
Add to Favorite Get Latest Update

Substructure method for dynamic response analysis of site with circular diaphragm wall

Zhang Rulin1 Lou Menglin2 Xu Nuwen1(1 State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)(2 Center for Rock Instability and Seismicity Research,Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China)  
Using a substructure method,the dynamic response of a project site is analyzed,in which a circular diaphragm wall with a super-large diameter is built.First,the basic principle of substructure method is introduced briefly,and how to select master degree of freedom(DOF) is also discussed.Then,an equivalent linearity method is applied to consider the soil nonlinearity,and a program based on substructure method is compiled by parametric design language in ANSYS for the dynamic response analysis of the soil site.Finally,the finite element model of the soil site with the circular diaphragm wall is established,and the dynamic response of the soil site is computed by using the whole analysis method and the substructure method,in which three selection ways of master DOF are adapted.Through comparing the results obtained from the two methods,the rationality and effectiveness of the substructure method are verified.The numerical results show that selecting master DOF rationally in substructure analysis can greatly improve the calculation efficiency while ensuring the precision.
【Fund】: 上海市科委基础研究重点资助项目(07JC14051)
【CateGory Index】: TU476.3
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 8 Hits
1 MA Shao-kun, YU Miao, CUI Hao-dong (College of Civil and Architectural Engineering, Guangxi University, Nanning 530004, China);The basic principle of substructure analysis and the technique of substructure analysis with the software of ANSYS[J];Journal of Guangxi University(Natural Science Edition);2004-02
2 QI Wen-hao1 BO Jing-shan1,2(1.Institue of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China;2.Institute of Disaster-Prevention Science and Technology, Sanhe 065201);Summarization on equivalent linear method of seismic responses for soil layers[J];World Earthquake Engineering;2007-04
3 LOU Meng-lin,PAN Dan-guang,FAN Li-chu (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Effect of Vertical Artificial Boundary on Seismic Response of Soil Layer[J];Journal of Tongji University;2003-07
4 Yang Qing shan1 Liu Wenhua2 Tian Yuji1 (1. Beijing Jiaotong University, Beijing 100044, China; 2. China Highway Planning and Design Institute Consultants Inc, Beijing 100029, China);Response analysis of national stadium under specially variable earthquake ground motions[J];China Civil Engineering Journal;2008-02
5 ZHANG Ju-shou,HUANG Pei,QIAN Shui-jiang,XIANG Hai-jing,DU Li-zhi(Longyuan Construction Group Co.,Ltd.,Shanghai 200434,China);Construction techniques of deep foundation pits with circular self-sustaining and super large diameter[J];Chinese Journal of Geotechnical Engineering;2006-S1
6 ZHOU Jian, LUO Xiao-bo ( Department of Geotechincal Engineering, Tongji University, Shanghai 200092, China );Structural computation of circular retaining structure using method of equivalent retaining of arch effect[J];Rock and Soil Mechanics;2003-02
7 YANG Hong, LOUYi-hong, LUOLan (Foshan university engineering department, Foshan, 528000, China: Gaoming third architectural engineering company. Gaoming. 528500, China);Simulation calculation and analysis of deep foundation pit project of Jinhua Mansion[J];Rock and Soil Mechanics;2003-03
8 LOU Meng-lin1,YAN Guo-xiang1,SHEN Jian-wen2,WEN Feng1 (1.State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; 2. Earthquake Engineering Institute, Seismological Bureau of Shanghai, Shanghai 200062, China);Effect of variability of dynamic parameters of soft soil in Shanghai region on seismic response of layered soil[J];Rock and Soil Mechanics;2004-09
Chinese Journal Full-text Database 10 Hits
1 NING Zhang-wei , XIE Xiong-yao , HUANG Hong-wei (Department of Geotechnical Engineering, Tongji University, Shanghai 200092, P. R. China);Analysis of Monitoring Data of a Circular Whirlpool Foundation Pit[J];Chinese Journal of Underground Space and Engineering;2007-S2
2 PAN Danguang1),LOU Menglin2)1) School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China 2) State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;Effect of valley topography on the seismic responses of soil sites[J];Journal of University of Science and Technology Beijing;2008-11
3 Lou Menglin,Di Long(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Seismic response analysis of double-layer cylindrical reticulated shell under multiple-support excitations considering dynamic soil-structure interaction[J];Earthquake Engineering and Engineering Vibration;2006-03
4 Lou Menglin~(1),Zong Gang~(1),Niu Weixing~(1),~()Chen Genda~(1,2)(1.State Key Lab.for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.Dept.of Civil Engineering,University of Missouri,Rolla,MO 65401,USA);Study on shaking table model test of soil-pile-steel structure-TLD interaction system[J];Earthquake Engineering and Engineering Vibration;2006-06
5 CHEN Guo-xing, LIU Xue-zhu, WANG Bing-hui(Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China);Effect of Variability of Soil Dynamic Parameters on Ground Motion Parameters for Deep Soft Sites[J];Journal of Disaster Prevention and Mitigation Engineering;2007-01
6 Shao Xu1,Pei Chengyu2(1.CCCC First Harbor consultants CO.,LTD.,Tianjin 300222;2.North China University of Water Conservancy And Electric Power,Zhengzhou 450011,China);The Monitoring of Project Car Dumper Shed of A Coal Terminal[J];Port Engineering Technology;2007-05
7 TIAN Jin-yue,SHEN Liang,GU Lei,LIU Bin,WU Tao (School Automobile and Traffic Engineering,Jiangsu University,Zhenjiang 212013,China);Forecast on huge vehicle structural strength based on axisymmetric potential boundary element method[J];Chinese Journal of Construction Machinery;2008-03
8 SUN Wen-huai1,PEI Cheng-yu1,SHAO Xu2(1. North China University of Water Conservancy And Electric Power, Zhengzhou 450011,China;2. China Communication First Design Institute of Navigation Engineering, Tianjin 300222,China);Monitoring and Analysis of Retaining Structure of Circular Foundation Pit[J];China Harbour Engineering;2007-01
9 Liu Dedong1,Qi Wenhao1,Zhang YuDong2,Lan Jingyan3(1.Institue of Engineering Mechanics,China Earthquake Administration,Harbin 150080;2.Institute of Disaster-Prevention Science and Technology,Sanhe Heibei 0652013.Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085);Problems Existing in Current Seismic Response Analysis for Soil Layers[J];Journal of Institute of Disaster-Prevention Science and Technology;2009-03
10 LUO Zhao-hui,LI Jing-ling,ZHANG Yu-pei (Department of Civil Engineering,Tianjin Institute of Urban Construction,Tianjin 300384,China);Analysis on shear strength and ductility of the concrete wall with permanent shuttering kit[J];Journal of Guangxi University(Natural Science Edition);2010-01
China Proceedings of conference Full-text Database 1 Hits
1 Bai Jian-fang Lou Meng-lin (State Key Laboratory for Disaster Reduction in Civil engineering,Tongji University,Shanghai,200092);A Restrained Mode Synthesis Method for Seismic Response Analysis of Large-Scale Complicated Soil Site with Considering Local Nonlinear Effect[A];[C];2007
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 GU Qian-yan , ZHU Xian-hui , TIAN Zhen , FEI Yong-cheng (The Ninth Design & Research Institute for Shipbuilding Industry of China, Shanghai 200063, P.R.China);Research on Self-Sustaining Retaining Stucture with Circular Thin Shell Diaphragm Wall of Super Large Diameter[J];;2005-04
2 LUO Jiang-jun , QU Cheng-song , YAO Tian-qiang (Shanghai Geotechnical Investigation & Design Institute Ltd. Corp., Shanghai 200002, P.R.China);Dewatering Project at the Tower Building of Shanghai Global Finance Center[J];;2005-04
3 HUANG Yu,YE Wei-min,TANG Yi-qun,CHEN Tian-ling(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R.China);Characteristic Analysis for Seismic Ground Response of Soft Soils in Shanghai[J];Chinese Journal of Underground Space and Engineering;2005-05
5 Wang Zhiliang, Hart Qingyu (General Research Institute of Building and Construction, Ministry of Metallurgical Industry);ANALYSIS OF WAVE PROPAGA TION FOR THE SITE SEISMIC RESPONSE, USING THE VISCOELASTOPLASTIC MODEL[J];Earthquake Engineering and Engineering Vibration;1981-01
6 Li Xiaojun Liao Zhenpeng(Institute of Engineering Mechanics, State Seismological Bureau);VISCO-ELASTO-PLASTIC MODEL OF SOIL STRESS -STRAIN RELATIONSHIP[J];Earthquake Engineering and Engineering Vibration;1989-03
7 Chen Guoxing (Harbin University of Architecture and Engineering,Harbin 150006,China) Xie Junfei Han Wei Zhang Kexu (Institute of Engineering Mechanics,State Seismological Bureau,Harbin 150080,China);A SIMPLIFIED EFFECTIVE STRESS METHOD OF SOIL MASS EARTHQUAKE RESPONSE ANALYSIS[J];Earthquake Engineering and Engineering Vibration;1995-02
8 Chen Youping Zhou Hongye (Academy of Railway Sciences,Beijing 100081,China);SEISMIC DAMAGE AND COLLAPSE OF CABLE-STAYED BRIDGES[J];Earthquake Engineering and Engineering Vibration;1995-03
9 ZHAO Song-ge; HU Yu-xian; LIAO Xu(Institute of Geophysics, China Seismological Bureau, Beijing 100081, China,Liaoning Seismological Bureau, Shenyang 110031, China);Effect of soil parameter variations on soil transfer function[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-02
10 QI Cheng-zhi; QIAN Qi-hu (Civil Engrg Dept. Beijing institute of Civil Engrg and Architecture, Beijing 100044; Chinese Engrg Academy, Division of Civil Engrg, Hydraulic Engrg and Architecture Beijing 100038);Overview of seismic research for nuclear power plant[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-03
China Proceedings of conference Full-text Database 1 Hits
1 CHU Wei-hong , HUANG Yong-jin , ZHANG Xiao-hu (Shanghai Geotechnical Investigations & Design Institute Co. Ltd., Shanghai 200002, China);Case Study on Construction Monitoring for Tower Part of Shanghai World Financial Centre[A];[C];2005
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved