Finite Element Analysis for Cyclic Behavior of Exposed Type of Column Bases Subjected to Tensile Force

Abstract:

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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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$35.00

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