Paper Title:
Performance Estimate for Slender Solid Shear Wall under Rare Earthquakes
  Abstract

An method of calculation the displacement of wall pier in plastic zone under lateral force and axial force is proposed in this paper, which can reflect the failure behavior of wall pier at ultimate state observed from 9 RC slender solid shear wall specimens under reserve cyclic loading, and the contribution of both modes of flexural and shear deformation are considered. The comparison between analytical results and experimental results indicates the effectiveness of the method. By applying the method, performance estimate for shear wall under rare earthquakes can be conducted by engineering designer, dispense with complicated nonlinear analysis.

  Info
Periodical
Advanced Materials Research (Volumes 374-377)
Chapter
Chapter 10: Innovative Structures: Technologies and Applications
Edited by
Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du
Pages
2152-2156
DOI
10.4028/www.scientific.net/AMR.374-377.2152
Citation
Q. Chen, "Performance Estimate for Slender Solid Shear Wall under Rare Earthquakes", Advanced Materials Research, Vols. 374-377, pp. 2152-2156, 2012
Online since
October 2011
Authors
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Price
$32.00
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