Analytical behavior of frames with steel beams to concrete-filled steel tubular column

被引：42
|
作者：
Wang, Wen-Da [1 ,2 ]
Han, Lin-Hai [1 ]
Zhao, Xiao-Ling [3 ]
机构：
[1] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
[2] Lanzhou Univ Technol, Coll Civil Engn, Lanzhou 730050, Peoples R China
[3] Monash Univ, Dept Civil Engn, Clayton, Vic 3168, Australia
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2009年 / 65卷 / 03期
基金：
中国国家自然科学基金;
关键词：
Concrete filled steel tubes; Column; Steel beam; Composite frame; Failure mode; Hysteretic model; CONNECTED COMPOSITE FRAME; FULL-SCALE; SHS;
D O I：
10.1016/j.jcsr.2008.11.002
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper reports the mechanism of composite frames with steel beams connected to concrete-filled square hollow section (SHS) columns. Detailed analysis was carried out on longitudinal stress in steel beams, axial stress distribution in concrete, and concrete stress along the column height and at the connection panel. Parametric studies were conducted to investigate the influence of axial load level, beam-to-column linear stiffness ratio on the structural behavior of composite frames. Simplified hysteretic lateral load (P)versus lateral displacement(Delta) models are proposed for such composite frames. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码：497 / 508
页数：12
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