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《World Earthquake Engineering》 2008-01
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Experimental studies on seismic behavior of concrete perforated brick walls with constructional columns

HAO Tong LIU Li-xin WANG Ren-yi(School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China)  
By the experimental investigation of 4 concrete perforated brick walls with constructional columns under cyclic loading,the failure,deformation,strength,ductility and force-displacement relations of the wall have been analyzed.The tested results indicate that constructional columns in the walls not only increase load-bearing capacity of the walls,but also improve their behavior of deformation and ductility.The influence of height width ratio,axial load and constructional column on the shear strength are discussed.Some recommendations for application of the formula in the Code for Seismic Design of Building(GB5001-2001) are presented.Based on the tested results,a formula for the shear capacity of the walls is proposed.
【Fund】: 河南省墙改基金资助项目(2006-9)
【CateGory Index】: TU352.11
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 Zhang Yating,Shen Dongming(Jiangsu Testing Center for Quality of Construction Engineering Co.,Ltd.,Nanjing 210008,China);Quasi-static Experimental Study on Concrete Perforated Brick Wall[J];Building Structure;2007-03
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Chinese Journal Full-text Database 2 Hits
1 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
2 HAO Tong (Civil Engineering College of Zhengzhou University,Zhengzhou 450002,China)YU Zhi-Wei,CUI Jun(Synthetically Design and Research Academy of Zhengzhou University,Zhengzhou 450002,China);Experimental Research on the Stress-strain Characteristics of Concrete Porous Brick Masonry[J];Building Science;2009-03
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