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《Journal of Railway Science and Engineering》 2009-03
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Quasi-static tests on rowlock cavity wall

FENG Jie-chao,SHANG Shou-ping,LIU Wei,LUO Zhi(Department of Civil Engineering,Hunan University,Changsha 410082,China)  
Aiming at the rowlock cavity wall housing aboundingly existing in the majority of our towns and villages,in order to grasp the seismic performance of rowlock cavity wall housing and provide some useful theoretic references for seismic reinforcement of such wall,and based on the experimental study of nine half-scale rowlock cavity walls subjected to horizontal low frequency cyclic loading,the three modes of brickworks of rowlock cavity wall were analyzed,with the influence of three kinds of strength of mixed mortar and two kinds of vertical stress.The whole process of cracking-failing,the failure feature and basic seismic behavior indexes were studied such as the capability of seismic shear,the hysteresis curves,skeleton curves,the ductility and deformability.The results show that the rowlock cavity wall is vulnerable to crack,the cracking load is about 70% of its ultimate load and has obviously brittle failure characteristics.The seismic behavior of rowlock cavity wall is very poor,since its seismic shear strength is low,its hysteretic area and relative distortion are small,its energy dissipation ability is weak and its stiffness degenerates very quickly.
【Fund】: 国家“十一五”科技支撑计划项目(2006BAJ03A10-06);; 湖南省科技厅计划重点项目(06sk4057)
【CateGory Index】: TU352.11
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【Citations】
Chinese Journal Full-text Database 3 Hits
1 Ge Xue-li~1,Zhu Li-xin~1,Zhao Xiao-fei~2,Zheng Xian-cheng~2(1.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China;2.Bureau of Planning,Construction and Building Management of Wencheng,Zhejiang 325300,China);Earthquake Damage Analysis of Building with Cavity Wall in Wencheng Earthquake[J];Earthquake Resistant Engineering and Retrofitting;2006-06
2 Wang Zhenggang 1 Xue Guoya 1 Gao Benli 2 Zhang Jintao 1 ( 1College of Civil Engineering, Southeast University, Nanjing 210096, China) ( 2Jiangshu Architecture Academy Co. Ltd, Nanjing 210008, China);Experimental research on the seismic behavior of confined shale brick masonry walls[J];Journal of Southeast University (Natural Science Edition);2003-05
3 Liang Jianguo Zhan Hua Zhou Jiang et al.;Experimental Analysis on the Seismic Behaviors of the KP_1 Type of Clinkering Porous Brick Wall with Shale-fly Ash[J];Building Structure;2004-09
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 MENG Jianzhi (Shenzhen Technical School Shenzhen 518029) SHI Weixing XU Qiang (Tongji University Shanghai 200092) LIU Jun CHEN Xiaoguo (Hong Kong Huayi Designing Consultants <S.Z>LTD Shenzhen 518000);Simulated Earthquake Experiment Study of A Layout Irregular High Rise Building[J];Guangzhou Architecture;2004-01
2 Chen Dahua(Hanshan Planning and Architectural Design Institute,Chaohu 238100,China);Why Crack Happens in the Masonry Structure and the Controlling Measures[J];Anhui Architecture;2008-05
3 JIANG Huan-jun1,L Xi-lin1,LU Wen-sheng1,LI Zheng-zhang2,LIAO Xu-zhao2 (1.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China; 2.The Architectural Design and Research Institute;Study of shaking table tests on the model of the China Southern Airlines building in Guangzhou city[J];Building Science Research of Sichuan;2001-01
4 Shi Qiyin Li Aiqun(Key Lab of RC & PC Structure of Ministry of Education, Southeast University Nanjing 210096)Li Peibin Lou Yu Chen Liu(China Institute of Electron Engineering Beijing 100064);TESTS ON SHAKING TABLE OF NEW TALL TOWER STRUCTURE MODEL FOR BEIJING AIRPORT[J];Industrial Construction;2004-09
5 Luan Shuguang (Dalian Fishery College 116024);STUDY ON RESPONSE CURVE OF CONCRETE COLUMN WITH FLANGE WALL[J];;1996-09
6 ZHANG Xin 1,ZHOU De-yuan 1,ZHANG Feng-ling 1,LI Xin 2, SHI Yong-chang 2,JIN Zu-mao 2 (1 Research Institute of Engineering Structures,Tongji University,Shanghai,200092; 2 Shanghai Architecture Design and Research Institute,Shanghai,200011);Shaking table test and finite element analysis of a complex high-rise building structure model[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-03
7 CAO Wan-lin; PANG Guo -xin; LU Li-wei; ZHOU Ming-jie; WU Er-jun( Beijing Polytechnic University, Beijing 100022)( Langfang Architectural Design institute 065000)( Hebei Univelsity of Technology, Tianjin 300132);Testing study of seismic behavior of T-shaped column with small shear span ratio including concealed column[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-04
8 *LU Wei-rong1,2 , SHI Chu-xian1 , LIU Gui-qiu1 (1. College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China; 2. Department of Civil Engineering, Hunan University of Technology, Zhuzhou, Hunan 412008, China);STATIC AND SEISMIC SHEAR STRENGTH OF MASONRY UNDER SHEAR-COMPRESSION LOADING[J];Engineering Mechanics;2008-04
9 Jiang Liyun Wang Feilong Zhang Jianping (The College of Civil Engineering and Architecture Inner Mongolia University of Technology Hohhot 010051);FINIT ELEMENT ANALYSIS OF BEAM-TO-COLUMN MOMENT CONNECTIONS WITH HAUNCH IN STEEL FRAME[J];Industrial Construction;2008-S1
10 MAO Jian-zhuang, HUANG Jue, LI Jie. ZHANG Jian-rong (Department of Building Engineering. Tongji University. Shanghai 200092. China);Study on experimental method for sub-structure frame with two and a half stories[J];Earthquake Engineering and Engineering Vibration;2002-01
China Proceedings of conference Full-text Database 3 Hits
1 WANG Hai-sheng~1 HU Jing-li~1 ZHAO Xian-zhong~1 CHEN Yi-yi~1 JIANG Wen-wei~2 BAO Lian-jin~2 WANG Da-sui~2 1.Tongji University,Shanghai 200092; 2.East China Architectural Design & Research Institute CO.;LTD;Shanghai 200002;An experimental study on the seismic performance of SRC columns with large area of core steel[A];[C];2007
2 GU Qian WANG Yonghu LIU Li PENG Shaomin (School of Civil Engineering & Architecture,Wuhan University of Technology,Wuhan 430070,Hubai,China);Finite Element Analysis of Unreinforced Masonry Column Strengthened by SGFRP[A];[C];2008
3 Zhang Sanzhu;A Study on the Behavior of Stud-connector under Cyclic Loading[A];[C];1997
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 Liu Hongxin et al.;Study on the Seismic Behavior of Composite Brick-Concrete Shear Wall[J];Earthquake Resistant Engineering;2001-04
2 Dong Jingcheng, Wang Youwci, Song Xizhan ( China Academy of Building Research );Experimental Study on Seismic Behavior of Model KP_1 Perforated Brick Masonry Buildings[J];Journal of Building Structures;1991-03
3 XUE Yantao1, LIU Jingwei1, XU Deliang2, LIU Weiqing2, YANG Hongwei3(1 China Academy of Building Research, Beijing 100013,China; 2.Nanjing University of Technology, Nanjing 210009,China; 3.Changchun Earthquake Engineering Office, Changchun 130000,;Experimental Research on a Large-bay Confined Masonry Structure by Quasi-static Model Test[J];Journal of Building Structures;2002-01
4 Liang Jianguo Zhan Hua Zhou Jiang et al.;Experimental Analysis on the Seismic Behaviors of the KP_1 Type of Clinkering Porous Brick Wall with Shale-fly Ash[J];Building Structure;2004-09
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