Paper Title:
Finite Element Analysis for Cyclic Behavior of Exposed Type of Column Bases Subjected to Tensile Force
  Abstract

This paper presents the results of analytical studies on exposed type of column bases, which were carried out to investigate the effect of tensile force on cyclic behavior of column bases. The cyclic behavior of the column bases subjected to tensile force ratio n > -0.4 is stable. While, in the column bases subjected to tensile force ratio n < -0.6, the deformation of base columns progresses with increasing severely under a constant amplitude.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
1111-1116
DOI
10.4028/www.scientific.net/AMR.243-249.1111
Citation
G. Y. Jin, "Finite Element Analysis for Cyclic Behavior of Exposed Type of Column Bases Subjected to Tensile Force", Advanced Materials Research, Vols. 243-249, pp. 1111-1116, 2011
Online since
May 2011
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