Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Earthquake Engineering and Engineering Vibration》 2013-01
Add to Favorite Get Latest Update

Element model of RC shear wall considering shear-lag effect and its application

ZHANG Pinle1,LI Qingning2,PAN Wen1,TAO Zhong1(1.Department of Civil Engineering,kunming University of Science and Technology,Kunming 650500,China; 2.School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China)  
Multi-vertical truss element model is the most widely used macroscopic model in nonlinear analysis of RC shear wall.Methods available can not consider the shear-lag effect,however,the non-uniform distribution of normal stress in flange plate inevitably affects the full play of bearing capacity.The effect of normal stress in vertical truss on shear stiffness is mostly not considered in the methods available too.The multi-vertical truss element model is improved by the combination of axial stiffness with shear stiffness in vertical truss and introducing the cross section displacement function,which considers the shear-lag effect in flange plate,thus it is free from the restriction of plane section assumption.Static analysis of one engineering structure model shows the deformation state accords with mechanical mechanism.Three short-leg shear wall models and one shear wall model are respectively calculated by using the static elastic-plastic simulative analysis,and the calculation results are consistent with the experimental results.It is proved that the method is feasible.
【Fund】: 国家自然科学基金项目(10572107)
【CateGory Index】: TU398.2
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 8 Hits
1 JIANG Huan-jun,L Xi-lingji University,Shanghai 200092,China);Research on application of macroscopic shear wall model[J];Earthquake Engineering and Engineering Vibration;2003-01
2 LI Qing-ning, WANG Ning, CAI Wei-ning (Civil Engineering College, Xi'an University of Architecture and Technology,Xi'an 710055,China);Elastoplastic model and seismic analysis of T-Shaped short-leg shear wall[J];Earthquake Engineering and Engineering Vibration;2004-02
3 ZHANG Pinle,LI Qingning,LI Xiaolei(School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China);Experimental research on seismic performance of short pier shear wall with L-shaped section[J];Journal of Earthquake Engineering and Engineering Vibration;2010-04
4 Zhang Shoujun Li Oingning Guo Zeying Zhang Jin(School of Civil Eng.,Xi'an Univ.of Arch.& Tech.Xi'an 710055);SHEAR LAG AND ITS EFFECTS OF T-SHAPED SHORT-LEG SHEAR WALL[J];Industrial Construction;2007-10
5 LI Hongnan 1,LI Bing 1,2(1.National Key Laboratory of Coastal and Offshore Engineering,Dalian Univer sity of Technology,Dalian 116024,China;2.Department of Civil Engineering,Shenyang Architecture and Civil Engineering Institute,Shenyang 110015,China);Experimental study on seismic restoring performance of reinforced concrete shear walls[J];Journal of Building Structures;2004-05
6 LI Qingning,LI Xiaolei,YAN Yanwei,DOU Wei,YU Jun,WU Jun,ZHANG Pinle(School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China);Experimental research on seismic performance of reinforced concrete short-leg shear wall[J];Journal of Building Structures;2011-04
7 ZHANG Jun-mou LI Qing-ning LUO Shi-lei(School of Civil Engineering, Xi’an Univ. of Arch.& Tech. ,Xi’an 710055,China);Space wall model of short-leg shear wall considering shear-lag[J];World Information On Earthquake Engineering;2005-01
8 LUO Shi-lei,LI Qing-ning(School of Civil Eng., Xi'an University of Architecture and Technology, Xi'an 710055, China);Shear lag in short leg walls and its effects[J];Journal of Xi'an University of Architecture &technology;2003-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 MENG Hongrui1,2,YAO Qianfeng1(1.School of Civil Eng.,Xi'an Univ.of Arch.& Tech.,Xi'an 710055,China;2.Shanxi University of Technology,Hanzhong 723000,China);The elastio-plastic analysis macro model of multi-ribbed composite wall[J];Sichuan Building Science;2007-04
2 ZHAO Chang-jun~1 CAO Wan-lin~(1,2) CHANG Wei-hua~1 ZHANG Jian-wei~1 1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China; 2.Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education of China,Beijing University of Technology,Beijing 100022,China;Static Nonlinear Analysis of Short Pier Shear Wall With Concealed Bracings by Using Diagonal Bracing Frame Model[J];Journal of Beijing University of Technology;2008-05
3 FANG Ming-ji1,2,LI Guo-qiang 2,LI Yi-song2,3(1.College of Civil Engineering,Shanghai Normal University,Shanghai 200092,China; 2.College of Civil Engineering,Tongji University,Shanghai 200092,China; 3.Architectural Design & Research Institute of Tongji University,Shanghai 200092,China);Restoring-force Mathematical Model of a Bend Spring in Macro Wall Element[J];Journal of Beijing University of Technology;2012-04
4 TIAN Zhi-chang1,XIANG Bing-zhi2,ZHANG Li-ming2(1.Center of Science and Technology,Inner Mongolia University of Science and Technology,Baotou 014010,China;2.Architecture and Civil Engineering School,Inner Mongolia University of Science and Technology,Baotou 014010,China);Adjustment of the stiffness of the shear-wall element with holes[J];Journal of Inner Mongolia University of Science and Technology;2007-03
5 YUE Jian-wei~(1,2),JIANG Xin-liang~1 (1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.School of Civil Engineering,Henan University,Kaifeng 475001,China);The nonlinear analysis of rapid wall based on macro model[J];Journal of Agricultural University of Hebei;2006-05
6 MA Qing-zhen1,2,JIANG Xin-liang1,ZHANG Bao-kui3(1.School of Commerce,Tianjin University of Commerce,Tianjin 300134,China; 2.School of Civil Engineering,Tianjin University,Tianjin 300072,China; 3.College of Civil Engineering,Hebei University of Technology,Tianjin 300401,China);A simplified calculation model for analyzing concrete-filled gypsum wall panels[J];Journal of Agricultural University of Hebei;2012-02
7 Lu Wensheng, Lü Xilin (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China);Study on the modal pushover seismic analysis methods of frame-shear-wall structures[J];Earthquake Engineering and Engineering Vibration;2005-01
8 Shi Hongbin~(1,2 ), Guo Xun~1, Zhao zhi~1(1.Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China; 2.Heilongjiang Institute of Technology, Harbin 150050, China);Elastoplastic numerical simulation of concrete hollow blocks[J];Earthquake Engineering and Engineering Vibration;2005-03
9 QIN Shihong1,LI Tangning1,HUANG Zongming1,ZOU Wei2,SONG Jinxiang3(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Shaoxing College of Arts and Sciences,Shaoxing 312000,China;3.Guangzhou Kecheng Architecture Design Co.Ltd,Guangzhou 510663,China);Experimental study on seismic behavior of structure having prestressed slabs and columns with special section shape[J];Journal of Earthquake Engineering and Engineering Vibration;2007-04
10 ZHAO Changjun1,2,CAO Wanlin1,2,ZHANG Jianwei1,2, CHANG Weihua1(1.The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing 100022,China);Macroscopic model for nonlinear analysis of shear wall with concealed bracings[J];Journal of Earthquake Engineering and Engineering Vibration;2008-02
China Proceedings of conference Full-text Database 4 Hits
1 Mingke Deng~(1,2) Xingwen Liang~1 (1.Post-doctoral center of Civil Engineering,Xi'an University of Architecture and Technology,Shanxi Xi'an,710055, 2.Post-doctoral station of steel structure construction Co.of Xuzhou Zhongmei,Jiangsu Xuzhou,221004);Curvature ductility analysis of high performance concrete shear wall in performance-based seismic design[A];[C];2009
2 ZHOU Bo-wen1,CHONG Xun1,2,YE Xian-guo1,2,XIE Lin-lin1(1.Hefei University of Technology.Hefei 230009,China;2.Hefei University of Technology.Hefei 230009,China);NONLINEAR ANALYSIS OF SHEAR WALL BASED ON OPENSEES[A];[C];2012
3 Li Zhishan ,Rong Baisheng (Guangzhou Shuli Consult Engineering Co. ,Ltd. ,Guangzhou 510170,China; Guangzhou Rong Baisheng Building Engineering Design Office,Guangzhou 510170,China);Research on Elastic-plastic Time-history Analysis of Tall Building Under Expected Rare Earthquakes[A];[C];2006
4 Ma Yuhu,Zhu Bingyin (China Architecture Design&Research Group,Beijing 100044,China);Application of high strength concrete in shear wall structure[A];[C];2013
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LI Bing~(1,2), LI Hong-nan~1iversity of Technology, Dalian 116024, China;2.School of Civil Engineering,Shenyang Architectural and Civil Engineering University,Shenyang 110168,China);Analytical method of elasto-plasticity for R/C shear wall[J];Earthquake Engineering and Engineering Vibration;2004-01
2 LI Qing-ning, WANG Ning, CAI Wei-ning (Civil Engineering College, Xi'an University of Architecture and Technology,Xi'an 710055,China);Elastoplastic model and seismic analysis of T-Shaped short-leg shear wall[J];Earthquake Engineering and Engineering Vibration;2004-02
3 Jiang Huanjun Lü Xilin (Research Institute of Engineering Structures,Tongji University,Shanghai 200092);ANALYSIS OF SHEAR WALL STRUCTURES USING A TYPE OF WALL ELEMENT[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1998-03
4 Zhang Jin Lü Zhitao (College of Civil Engineering, Southeast University, Nanjing 210096, China);Earthquake Simulation Test of Short-Leg Shear Wall-Tube Model[J];Journal of Southeast Univwrsity(Natural Science Edition);2001-06
5 Li Hongnan 1 Wang Qiang 2 Li Bing 2( 1School of Civil and Hydraulic Engineering, Dalian University of Technology,Dalian 116024, China) ( 2Department of Civil Engineering, Shenyang Architecture and Civil Engineering Institute, Shenyang 110015, Ch;Experiments on characteristics of multi-dimensional restoring forces of reinforced concrete frame columns[J];Journal of Southeast Univwrsity(Natural Science Edition);2002-05
6 Wang Haibuo et al.(3);Nonlinear Seismic Response Analysis of Shear Wall Structures with Opening Holes[J];EARTHQUAKE RESISTANT ENGINEERING;2000-03
7 Zhang Shoujun Li Oingning Guo Zeying Zhang Jin(School of Civil Eng.,Xi'an Univ.of Arch.& Tech.Xi'an 710055);SHEAR LAG AND ITS EFFECTS OF T-SHAPED SHORT-LEG SHEAR WALL[J];Industrial Construction;2007-10
8 Li Qingning;Transfer Matrix and Stiffness Matrix of the Bar Elements with Variable Cross-section[J];Building Structure;1999-03
9 Rong Baisheng(Guangdong Provincial Institute of Architectural Design and Research);Short-leg Shear Wall Structural System Used in Tall Residential Buildings[J];JOURNAL OF BUILDING STRUCTURES;1997-06
10 LI Jie1, WU Jianying1, ZHOU Deyuan2, NIE Lipeng2(1 Building Engineering Department, Tongji University, Shanghai 200092, China;2 Engineering Research Institute, Tongji University, Shanghai 200092, China);Experimental Research on Wide Flange Specially Shaped SectionColumns Subjected to Cyclic Loading[J];Journal of Building Structures;2002-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved