Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION》 1998-02
Add to Favorite Get Latest Update

SPACIALLY COOPERATING ELASTO-PLASTIC SEISMIC RESPONSEANALYSIS OF FRAME-WALL STRUCTURES

Jiang Tong Song Yaxin Lou Menglin(State Key Laboratory for Disaster Reduction in Civil engineering,Tongji University,Shanghai,200092,China)  
rame-wall structures may proyide significant resistance against earthquake action. For a check of the global dynamdc performance of such structures, there is a need fbr sim- ple and efficient analytical methods and computational software. In this paper, door-like elements for frame and four-spring elements for wall are used for elasto - plastic seismic response analysis of frame-wall structures. By combining these two kinds of elements, the dynamic characteristics of fYazne-wall structures under seismic ac- tion can be retlected well. This method can decrease oomputational time and so has high practicability.
【Fund】: 上海市建设技术发展基金
【CateGory Index】: P315.952
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 6 Hits
1 Xia Xiushen,Yu Lusong(School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);Nonlinear analysis on seismic performance of new column-plate tall pier[J];建筑结构;2013-10
2 FANG De-ping , WANG Quan-feng (College of Civil Engineering, Huaqiao University, Quanzhou, Fujian 362021, China);ANALYSIS OF INTERRUPTABLE HEIGHT OF SHEAR WALL IN FRAME-SHEAR WALL STRUCTURE[J];工程力学;2007-04
3 Luo Qifeng Shi Chunxiang Cao Bingzheng Yang Shulong Xiong Hua Li Shidong(Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China);INTRODUCTION OF STRUCTURAL ASEISMIC RESEARCH IN CHINA IN RECENT FOUR YEARS[J];地震学报;2003-06
4 Wang Yaowei;A Modified 3-D Nonlinear Analysis Model for the RC Shear-wall Structure[J];建筑结构;2003-12
5 PAN Yuan 1,LIU Bo quan 2 (1. School of Civil Engineering, Xi′an Univeristy of Arch. & Tech., Xi′an 710055, China; 2 Chang′an University, Xi′an 710064, China);Review of computer simulation of structural engineering[J];长安大学学报(自然科学版);2003-01
6 SONG Ya-xin; JIANG Tong; LOU Meng-lin (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China);Pile-nonlinear frame-wall interaction systems. Part Ⅱ: Effects of interaction on seismic responses of structures[J];地震工程与工程振动;2000-01
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Jiang Jinren (Institute of Engineering Mechanics,State Seismological Bureau,Harbin 150008) Li Xiaodong (Heilongjiang Architectural Design and Research Institute,Harbin 150001);STATE-OF-ART IN NONLINEAR SEISMIC RESPONSE ANALYSIS OF R/C FRAME-WALL STRUCTURES[J];世界地震工程;1997-02
【Co-citations】
Chinese Journal Full-text Database 6 Hits
1 HU Xiao1,2,QIAN Yongjiu1,DUAN Jingmin1(1.Civil Engeneering Department,Southwest Jiaotong University,Chengdu 610031,China;2.Department of the Entironment and Civil Engeneering,Chengdu University of Technology,Chengdu 610059,China);The analysis of the concrete filled steel tube(CFST) frame-shear wall under seismic load[J];四川建筑科学研究;2009-04
2 DU Xiu-li~1 YANG Shu-ling~1 ZHANG Ling-xin~2 GAO Yan-chun~1 (1.The Key Laboratory of Urban Security and Disaster Engineering Beijing University of Technology,Ministry of Education,Beijing,100022,China;2.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Elastic-Plastic Analysis Method for Seismic Responses of Steel Frame-Concrete Tube Hybrid Structures[J];北京工业大学学报;2007-11
3 Cheng Guoyu (Civil engineering design department,350001,Fuzhou);Some problems in the design of the frame - shear wall construction[J];福建建筑;2005-Z1
4 LI Bing,LI Hong nan,CHEN Xin (Dept of Civ.Eng.,Shenyang Arch.and Civ.Eng.Univ.,Shenyang,110015,China);Analysis of Macroscopic Finite Unit Models for R/C Shear Wall[J];沈阳建筑工程学院学报(自然科学版);2002-02
5 Yue Zurun;Analysis on 3-D Seismic Response of a Certain Tall Building[J];工程抗震;1999-02
6 Jiang Tong Song Yaxin Lou Menglin(State Key Laboratory for Disaster Reduction in Civil engineering,Tongji University,Shanghai,200092,China);SPACIALLY COOPERATING ELASTO-PLASTIC SEISMIC RESPONSEANALYSIS OF FRAME-WALL STRUCTURES[J];地震工程与工程振动;1998-02
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 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];铁道学报;2011-09
2 XIA Xiu-shen,CHEN Xing-chong,WANG Chang-feng,ZHANG Yong-liang(School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);Study on Seismic Performance of Tall-pier and Long-span Continuous Rigid-framed Bridge[J];西北地震学报;2010-01
3 CUI Daguang1,2,LI Guoqiang1,LI Yisong1,3 (1.College of Civil Engineering,Tongji University,Shanghai 200092,China;2.Architectural Design and Research Institute of Shanghai Tongji Kaiyuan,Shanghai 200092;3.Architectural Design and Research Institute of Tongji University,Shanghai 200092,China);Study on simplified model for seismic analysis of shear wall structure supported by SRC frame[J];地震工程与工程振动;2008-06
4 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];世界地震工程;2008-02
5 Li Qian,Wang Kehai,Wei Han(Research Institute of Highway,The Ministry of Communications of China,Beijing 100088,China);Seismic response analysis for girder bridges with tall piers[J];地震工程与工程振动;2006-03
6 Liu Kun, Chen Xingchong, Xia Xiushen(School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou,730070,China);Analysis of Seismic Response of Railway Hollow High Pier[J];兰州交通大学学报;2005-04
7 Hou Shuang, Ou Jinping (School of Civil Engineering, Harbin Institute of Technology, Harbin 150090,China);A study of load pattern selection of pushover analysis and influence of higher modes[J];地震工程与工程振动;2004-03
8 Wang Quanfeng Zhang Bo Luo Yi;Shear Wall's Interruption of Frame-shear-wall Structures and Story Stiffness Ratio[J];建筑结构;2003-05
9 Wang Mengfu Zhou Xiyuan (Hunan university) (China Academy of Building Research);A PRACTICAL METHOD FOR NONLINEAR SEISMIC RESPONSES OF RC FRAMEWALL STRUCTURE[J];土木工程学报;2002-06
10 MA Yu-hong 1 ,XIE Li-li 1,2 (1.School of Civil Engineering,Harbin Institute of Technology,Harbin150090,China;2.Institute of Engineering Mechanics China Seismological Bureau,Harbin150080,China);Seismic design levels of the buildings with different importance factors[J];哈尔滨建筑大学学报;2002-05
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 Hou Xiaoqiang;Chen Yankun;;Study on Structural Optimization Design of Pedestrian Arch Bridge in a Forest Park[J];城市道桥与防洪;2018-02
2 XIA Xiushen;DAI Shengyong;LIU Zunwen;School of Civil Engineering,Lanzhou Jiaotong University;China Railway Eryuan Engineering Group Co.,Ltd.;;Conceptual seismic design of long-span arch bridges[J];地震工程与工程振动;2017-02
3 HE Chun-Hui;WANG Jin-Ting;ZHANG Chu-Han;Department of Hydraulic Engineering,Tsinghua University;;Determination of seismic parameters for dam sites by numerical simulation of the rupture-canyon wave field[J];地球物理学报;2017-02
4 Chen Shaolin;Zhao Yuxin;Department of Civil Engineerng,Nanjing University of Aeronautics and Astronautics;;A METHOD FOR THREE-DIMENSIONAL SATUTARTED SOIL-FOUNDATION-STRUCTURE DYNAMIC INTERACTION ANALYSIS[J];力学学报;2016-06
5 HUANG Xin,XU Yu-ye,WANG Wei-hua(College of Civil Engineering,Huaqiao University,Quanzhou 362021,China);Seismic Response Analysis of Shear Wall Interruption in Frame-Shear Wall Structure[J];华侨大学学报(自然科学版);2013-02
6 Chen Zhi-yong1,Peng Zhen-bin1,Chen Wei2(1.College of Geosciences and Info-physics,Central South University,Changsha 410083,China; 2.Guangzhou Engineering Contractor Group Co.,Ltd,Guangzhou 510030,China);A Study of the Seismic Response of Stadium Stands with Pile-Soil Dynamic Interaction[J];广东工业大学学报;2013-01
7 CHEN Shaolin 1 ,TANG Gan1,LIU Qifang2,DING Haiping3 (1.Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China;2.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;3.Suzhou University of Science and Technology,Suzhou 215011,China);A direct time-domain method for analysis of three-dimensional soil-structure dynamic interaction[J];地震工程与工程振动;2010-02
8 WANG Yu-lan (Department of Construction and Material Science,Hubei University of Education,Wuhan 430205,Hubei Province,China);Research Advance in Security Protection Performance of Nuclear Power Plant Containment under Exogenous Events[J];电网与清洁能源;2009-10
9 TANG Gan1,2, CHEN Shao-lin2 , WANG Fa-wu2 , DING Hai-ping3,4 (1. School of Civil Engineering, Southeast University, Nanjing, Jiangsu 210096, China; 2. Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing, Jiangsu 210016, China; 3. Institute of Engineering Mechanics, China Seismological Bureau, Harbin, Heilongjiang 150080, China; 4. College of Civil Engineering, Suzhou University of Science and Technology, Suzhou, Jiangsu 215011, China);THREE-DIMENSIONAL NUMERICAL ANALYTICAL METHOD IN TIME DOMAIN FOR SOIL-SPATIAL STRUCTURE DYNAMIC INTERACTION[J];工程力学;2009-08
10 Fang Deping,Wang Quanfeng(College of Civil Eng,Huaqiao University,Quanzhou 362021,China);Time history analysis of shear wall interruption conditions in frame-shear wall structures[J];地震工程与工程振动;2009-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved