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	Experimental study of masonry walls strengthened with CFRP
	Wei, Chang-Qin ; Zhou, Xin-Gang ; Ye, Lie-Ping
	2010-05-11 ; 2010-05-11
关键词	CFRPs (Carbon Fiber Reinforced Polymer sheet) masonry walls strengthening method lateral load carrying capacity Engineering, Civil Engineering, Mechanical
中文摘要	In order to study the ductility and the lateral load carrying capacity of the masonry walls strengthened with CFRPs (Carbon Fiber Reinforced Polymer sheets), three pieces of masonry walls subjected to cyclic loads with low frequency and vertical load of constant amplitude have been tested. Two different strengthening methods have been used. The strengthening efficiency is affected by the strengthening method. A simplified calculation approach has been introduced based on the experimental test results, and the theoretical results agree reasonably well with the experimental results. It is found that the critical loads the critical displacements, the ultimate loads, the ultimate displacements and the ductile coefficients of the masonry walls strengthened with CFRPs improve remarkably (6%similar to 57%). Therefore, the masonry structures strengthened with CFRPs are of better ductility and of better lateral load carrying capacity than the masonry structures without any strengthening measurements.
语种	英语 ; 英语
出版者	TECHNO-PRESS ; DAEJEON ; PO BOX 33, YUSEONG, DAEJEON 305-600, SOUTH KOREA
内容类型	期刊论文
源URL	[http://hdl.handle.net/123456789/27186]
专题	清华大学
推荐引用方式 GB/T 7714	Wei, Chang-Qin,Zhou, Xin-Gang,Ye, Lie-Ping. Experimental study of masonry walls strengthened with CFRP[J],2010, 2010.
APA	Wei, Chang-Qin,Zhou, Xin-Gang,&Ye, Lie-Ping.(2010).Experimental study of masonry walls strengthened with CFRP..
MLA	Wei, Chang-Qin,et al."Experimental study of masonry walls strengthened with CFRP".(2010).

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