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《Earthquake Engineering and Engineering Vibration》 1989-02
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Xia Jingqian Huang Quansheng (Institute of Engineering Mechanics, State Scismological Bureau)  
Shaking table tests of two 1:10-scaled brick masonry building models are described in the paper. The building models were strengthened with R.C. tie columns in the four corners. Besides, there were horizontal steel bars in the wall in one of the tested models. During test three accelerograms recorded in El Centre, Ninghe and Pacoima Earthquakes with increased scale of the amplitudes were used as the input motion.Test results show that strengthening with R.C.tie columns is a effective measure for increasing the collapse-resistance of the brick masonry buildings. The horizontal reinforcement may well improve the deformability and increase the ductility of the masonry walls. In the paper, the response of acceleration, displacement and strain and the characteristics of the shear type damage etc. Under different ground motion level arc given and discussed in detail.
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Chinese Journal Full-text Database 1 Hits
1 CAI Xian-hui,LI Gang,CHENG Geng-dongState Key Laboratory of Structural Analysis for Industrial Equipment,Dalian University of Technology,Dalian 116024,China;Countermeasures and problems for seismic enhancement of masonry structures[J];Journal of Dalian University of Technology;2009-05
Chinese Journal Full-text Database 1 Hits
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Chinese Journal Full-text Database 10 Hits
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【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 DUAN Wei-wei1,ZHANG Yan1,JIA Yi-gang2(1.Naval Architecture and Civil Engineering School of Zhejiang Ocean University,Zhoushan 316000; 2.Institute of Design and Research,Nanchang University,Nanchang 330029,China);Research on Behavior of R.C.Constructional Column with Cantilever Beam[J];Journal of Zhejiang Ocean University(Natural Science);2008-01
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Chinese Journal Full-text Database 1 Hits
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