Paper Title:
Reason Analysis and Treatment Measures of Cracks in a Masonry Structure
  Abstract

This paper analyses some kinds of fissures in walls of a multi-story masonry buildings with additional floor transformation, and puts up several methods for dealing with the fissures. Through the spot inspection and computation analysis, the reason of crack producing is put forward. Because the ring beams only built in the first and the top floor, and precast floor slabs used in the building, the overall structure rigidity is poor. The internal longitudinal wall is strengthened by steel tension bar, simultaneously; an addition shallow submersion foundation is added on the original foundation. After the reinforcement processing, the structure is complete until now.

  Info
Periodical
Chapter
Chapter 8: Frontiers of Construction Information
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
4610-4613
DOI
10.4028/www.scientific.net/AMM.71-78.4610
Citation
H. Y. Tang, "Reason Analysis and Treatment Measures of Cracks in a Masonry Structure", Applied Mechanics and Materials, Vols. 71-78, pp. 4610-4613, 2011
Online since
July 2011
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Price
$32.00
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