Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Seismic Performance of In- Filled Steel-Concrete Composite Columns Using Fiber Analysis Method

  • Park, Jae-Young (KCI member, Researcher, Korea Railroad Research Institute) ;
  • Kim, Jin-Ho (KCI member, Senior Researcher, Korea Railroad Research Institute)
  • Published : 2005.05.01
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Abstract

The study for seismic characteristics of square concrete-filled steel tubular (CFT) columns is analytically conducted. For predicting the strength and ductility of CFT columns, fiber analysis technique is used. The analytical results show reasonable agreement with experiment results. The influence of the steel tube on the lateral response of CFT columns is studied for the evaluation of seismic performance.

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