Behaviour of uni-axially loaded concrete-filled-steel-tube columns confined by external rings
Author:
Affiliation:
1. Department of Civil Engineering; The University of Hong Kong; Hong Kong
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.1046/fullpdf
Reference54 articles.
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2. Hollow and concrete filled steel hollow sections under transverse impact loads;Bambach;Engineering Structures,2008
3. Behavior and ultimate strength of short concrete-filled steel tubular columns;Cai;Journal of Building Structures,1984
4. Strength deformation behaviour of circular concrete filled steel tubes subjected to pure bending;Chitawadagi;Journal of Constructional Steel Research,2009
5. Axial strength of circular concrete-filled steel tube columns-DOE approach;Chitawadagi;Journal of Constructional Steel Research,2010
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