Paper Title:
Seismic Performance of CFRP Strengthened Unreinforced Masonry Structures
  Abstract

This paper studies the earthquake performance of strengthening unreinforced masonry structures with CFRP. Using CFRP reinforced masonry structures can substantially increase the ultimate flexural strength and resisted deformations of the walls and columns ,at the same time can also effectively dispersed the distribution of crack width of cracks and constraints.

  Info
Periodical
Advanced Materials Research (Volumes 194-196)
Edited by
Jianmin Zeng, Taosen Li, Shaojian Ma, Zhengyi Jiang and Daoguo Yang
Pages
1904-1907
DOI
10.4028/www.scientific.net/AMR.194-196.1904
Citation
S. L. Yuan, "Seismic Performance of CFRP Strengthened Unreinforced Masonry Structures", Advanced Materials Research, Vols. 194-196, pp. 1904-1907, 2011
Online since
February 2011
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Price
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