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《Jiangsu Construction》 2007-02
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Application and Key of Brick Masonry Structures with Frame-Shear Wall at the Bottom

PAN Dong1 DENG Ming-xian2(1.College of Civil Engineering,Nanjing University of Technology,Nanjing Jiangsu 210009 China;2.Jiangsu Earthquake Administration Bureau,Nanjing Jiangsu 210014 China)  
Based on the analysis of seismic capability of brick masonry structures with frame-shear wall at the bottom,and from the seismic conceptual design of structure,the method and simplified formula for the determination of lateral stiffness and the number of frame-shear wall of the building were presented,and some constitutions were discussed in brief.Combined with example of building design,it can give the example for designers.
【CateGory Index】: TU352.11
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 Chen Bo-wang, Wang Hai-bo (Civil Engineering College of Hunan City University, Yiyang 413000,China);Simplified Method for Determining Quantity of Seismic Walls of Masonry Building with Frame-wall Structure at Bottom Floors[J];Earthquake Resistant Engineering;2005-02
【Co-citations】
Chinese Journal Full-text Database 2 Hits
1 LIANG Jiong-feng1,CHEN Jian-guo2,DENG Yu3(1.College of Civil and Environmental Engineering,East China Institue of Technology,Fuzhou 344000,China;2.Liuzhou WLM Prestress Co.,Ltd,Liuzhou 545006,China;.3.Department of Civil Engineering and Architecture,Guangxi University of Technology,Liuzhou 545006,China.);The effect of transition floor on earthquake response of structure[J];Journal of Guangxi University of Technology;2007-03
2 MA Ji-jun1 MA Xiao-feng2(1.Jiangsu Xinyuan Power Construction Supervision Co.,Ltd,Nanjing Jiangsu 210008 China;2.Guodian Taizhou Power Plant Co.,Ltd,Taizhou Jiangsu 225327 China);Application of Vacuum Combined Surcharge Preloading Method in Soft Soil Foundation Reinforced at Coal Yard[J];Jiangsu Construction;2007-02
【Secondary Citations】
Chinese Journal Full-text Database 6 Hits
1 Huang Shimin et al;A Study on the Optimal Quantity of Shear Walls for Frame-Shear Wall Structures in Earthquake Zone[J];Earthquake Resistant Engineering;2003-01
2 Liang Qizhi Li Xun(South China University of Technology);A METHOD FOR THE NONLINEAR DYNAMIC TIME HISTORY ANALYSIS OF TRAME STRUCTURES[J];Engineering Mechanics;1990-02
3 Zheng Shansuo(Dept.of Civ.Eng.,\ Xi'an Univ.of Arch.& Tech.\ Xi'an 710055);A REASONABLE AND SIMPLE DETERMINING METHOD OF ASEISMIC WALL NUMBERS IN FRAME-SHEAR WALL STORIES OF MASONRY BUILDING WITH FRAME STRUCTRUE AT LOWER STORIES[J];Industrial Construction;2001-05
4 ZHU Xiang-rong(Changde Planning and Architecture Design Institute, Changde 415000, China);Simplification for the Design of Masonry Structure Supported by One-story Frame-seismic Wall[J];JOURNAL OF HUNAN URBAN CONSTRUCTIN COLLEGE;2000-02
5 Gao Xiaowang Li He et al;Discussion of Aseismic Behaviour of Multi-story Brick Building with Frame-Shear Wall in First Story[J];Building Structure;1997-02
6 Pan Shijie Xu Zheming;Nonlinear Earthquake Resqonse Analysis of Rigid Frames[J];Journal of Tongji University;1980-02
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