Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns
Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns
复制标题
倾斜、锥形和 STS 钢管混凝土 (CFST) 短柱的测试
DOI：
10.1016/j.jcsr.2010.03.014
复制
发表时间：
2010-10-01
影响因子：
4.1
通讯作者：
Li, Wei
中科院分区：
文献类型：
--
作者：
Han, Lin-Hai;Ren, Qing-Xin;Li, Wei
本文对钢管混凝土斜压短柱、锥形短柱和直-锥形-直（STS）短柱的受力性能进行了研究。共测试了34个样本。主要参数为柱类型（倾斜、锥形和STS）、倾斜或锥形角度（0度至9度）和横截面类型（圆形和方形）。使用现有规范AIJ-2008、AISC-2005、BS 5400 -2005、DBJ-13-51-2003和EC 4 -2004与预测的横截面强度进行比较。(C)2010爱思唯尔有限公司版权所有。
This 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 degrees to 9 degrees) 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. (C) 2010 Elsevier Ltd. All rights reserved.