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《World Earthquake Engineering》 2008-01
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Test studies on seismic behavior of perforated concrete bricks and small section masonry reiforcing walls

CUI Xi-guang1 MA Xiao-han1 CHEN Zhen-tao2(1.School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China,;2.Construction ProjectsSurveillance Station,Yingkou Economic Development Zone,Yingkou 115007,China)  
It is in view of that countryside window between walls excessively is narrow,a reinforced masonry wall and a reference formula are proposed.Based on the earthquake resistant performance tests of concrete perforated bricks and small section masonry reinforcing walls under repeated loads,their failure forms,hysteresis loops,skeleton curves and shear strength etc are analysed.The masonry reinforcing wall is compared with the ordinary wall,the masonry reinforcing walls have better earthquake resistant performance and ductility.The masonry reinforcing walls are adopted to be a practical method that improves the earthquake resistant performance of the small section walls.
【CateGory Index】: TU522.1;TU362
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