Paper Title:
The Analysis of Lateral Displacement Target of Unstiffened Steel Plate Shear Wall Based on the Performance Designing
  Abstract

A typical three-story unstiffened Steel Plate Shear Wall (SPSW) finite element model was established. Systematic parameters analysis of the development and changing process of the lateral stiffness and shear capacity was mainly carried on the middle standard layer. The result shows that the lateral stiffness of thin SPSW has been always in decline and has a higher shear capacity after buckling. According to lots of analysis data and different stages of lateral control targets in the new revised seismic design code for performance designing, the lateral limits of the SPSW were respectively qualified under wind loads and frequent earthquake.The test verification was also proposed to verify the restrictive lateral limits so as to supply a scientific basis for the preparation of SPSW design method.

  Info
Periodical
Chapter
Chapter 6: Frontiers of Manufacturing and Design
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
3666-3672
DOI
10.4028/www.scientific.net/AMM.71-78.3666
Citation
Y. J. Shi, J. Xu, G. X. Dai, Y. Q. Wang, "The Analysis of Lateral Displacement Target of Unstiffened Steel Plate Shear Wall Based on the Performance Designing", Applied Mechanics and Materials, Vols. 71-78, pp. 3666-3672, 2011
Online since
July 2011
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$32.00
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