A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns
AbstractThis paper is an attempt to study the behaviour of the inclined, tapered and straight-tapered-straight (STS) concrete-filled steel tubular (CFST) stub columns. A total of 34 specimens were tested. The main parameters were the column type (inclined, tapered and STS), inclined or tapered angle (from 0°to 9°) and the cross-sectional type (circular and square). Comparisons with predicted cross-sectional strengths were made using the existing codes: AIJ-2008, AISC-2005, BS5400-2005, DBJ-13-51-2003 and EC4-2004.
Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns
AbstractThis paper is an attempt to study the behaviour of the inclined, tapered and straight-tapered-straight (STS) concrete-filled steel tubular (CFST) stub columns. A total of 34 specimens were tested. The main parameters were the column type (inclined, tapered and STS), inclined or tapered angle (from 0°to 9°) and the cross-sectional type (circular and square). Comparisons with predicted cross-sectional strengths were made using the existing codes: AIJ-2008, AISC-2005, BS5400-2005, DBJ-13-51-2003 and EC4-2004.
Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns
Han, Lin-Hai (author) / Ren, Qing-Xin (author) / Li, Wei (author)
Journal of Constructional Steel Research ; 66 ; 1186-1195
2010-03-25
10 pages
Article (Journal)
Electronic Resource
English
Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns
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