Paper Title:
Seismic Performance of In-Filled Steel-Concrete Composite Columns Using Fiber Analysis Method
  Abstract

The study for cyclic load-displacement relationship and seismic characteristics of square Concrete-Filled Steel Tubular (CFT) columns is experimentally and analytically conducted. Nine CFT column specimens are tested under constant axial loading and monotonically increasing lateral loading. For predicting the strength and ductility of CFT columns, fiber analysis technique is used. The analytical results show reasonable agreement with experiment results and the moment capacity of CFT columns is predicted with reasonable accuracy using the fiber model. The influence of the steel tube on the lateral response of CFT columns is studied for the evaluation of seismic performance.

  Info
Periodical
Key Engineering Materials (Volumes 326-328)
Edited by
Soon-Bok Lee and Yun-Jae Kim
Pages
1821-1824
DOI
10.4028/www.scientific.net/KEM.326-328.1821
Citation
J. H. Kim, T. W. Kim, "Seismic Performance of In-Filled Steel-Concrete Composite Columns Using Fiber Analysis Method", Key Engineering Materials, Vols. 326-328, pp. 1821-1824, 2006
Online since
December 2006
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Price
$32.00
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