Axial compression behavior and analytical method of L-shaped column composed of concrete-filled square steel tubes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s12209-012-1766-x.pdf
Reference9 articles.
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3. Yang Y F, Han L H. Behavior of concrete-filled steel tubular (CFST) stub columns under eccentric partial compression[ J]. Thin-Walled Structures, 2011, 49(2): 379–395.
4. Zhao H L, Kunnath S K, Han L H. Simplified nonlinear response simulation of composite steel-concrete beams and CFST columns[J]. Engineering Structures, 2010, 32(9): 2825–2831.
5. Han L H, Wang W H, Yu H X. Experimental behavior of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire[J]. Engineering Structures, 2010, 32(10): 3130–3144.
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