Behavior of high-strength circular concrete-filled steel tubular (CFST) column under eccentric loading期刊界 All Journals 搜尽天下杂志传播学术成果专业期刊搜索期刊信息化学术搜索

Behavior of high-strength circular concrete-filled steel tubular (CFST) column under eccentric loading

Authors:	Seong-Hui LeeBrian Uy Sun-Hee KimYoung-Hwan Choi Sung-Mo Choi

Affiliation:	^a School of Engineering, University of Western Sydney, Locked Bag 1797, Penrith South DC, NSW 1797, Australia ^b Division of Architectural Engineering, School of Architecture and Architectural Engineering, University of Seoul, 90 Jeonnong-dong Dongdaemun-gu, Seoul, 130-743, Republic of Korea

Abstract:

Keywords:	Thin-walled circular CFST column Diameter-thickness ratio ( mmlsi163" class=" mathmlsrc" onclick=" submitCitation('/science?_ob=MathURL& _method=retrieve& _eid=1-s2.0-S0143974X1000177X& _mathId=si163.gif& _pii=S0143974X1000177X& _issn=0143974X& _acct=C000069490& _version=1& _userid=6211566& md5=bdb6b7ae8ca9989238bc7d0157b6bb2c')" style=" cursor:pointer " alt=" Click to view the MathML source" title=" Click to view the MathML source" > formulatext" title=" click to view the MathML source" >D/t) Local buckling Fiber element analysis Load-moment relation
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