基于OpenSees的火灾下钢结构连续性倒塌分析

姜健; Asif Usmani; 李国强

doi:10.13409/j.cnki.jdpme.2015.01.001

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基于OpenSees的火灾下钢结构连续性倒塌分析

汶川地震考察与研究 | 更新时间：2025-12-11

- 基于OpenSees的火灾下钢结构连续性倒塌分析
- Progressive Collapse Analysis of Steel Structures in Fire Using OpenSees
- 防灾减灾工程学报 2015年35卷第1期页码：1-5
- 作者机构：
- 作者简介：
- 基金信息：
  
  国家自然科学基金项目（51120185001）;中国博士后基金面上项目（2013M531216）资助
- DOI：10.13409/j.cnki.jdpme.2015.01.001
  中图分类号： U391;TU312.3
- 纸质出版：2015
- 稿件说明：
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[1]姜健,Asif Usmani,李国强.基于OpenSees的火灾下钢结构连续性倒塌分析[J].防灾减灾工程学报,2015,35(01):1-5.

姜健, Asif Usmani, 李国强. Progressive Collapse Analysis of Steel Structures in Fire Using OpenSees[J]. 2015, 35(1): 1-5.
[1]姜健,Asif Usmani,李国强.基于OpenSees的火灾下钢结构连续性倒塌分析[J].防灾减灾工程学报,2015,35(01):1-5. DOI： 10.13409/j.cnki.jdpme.2015.01.001.

姜健, Asif Usmani, 李国强. Progressive Collapse Analysis of Steel Structures in Fire Using OpenSees[J]. 2015, 35(1): 1-5. DOI： 10.13409/j.cnki.jdpme.2015.01.001.

摘要

主要研究了火灾下平面钢框架的连续性倒塌模式和机制。应用OpenSees软件

对某5跨8层平面钢框架结构模型进行数值分析

研究了荷载比、梁柱刚度比和火灾场景对结构倒塌模式的影响。结果表明

随着荷载比的增大

结构倒塌模式由侧向倾倒式倒塌变为整体下沉式倒塌;当梁柱刚度比较小时

由于梁的悬链性效应

使结构发生偏向受火开间的侧向位移直至倒塌（弱梁机制）

当梁的刚度比较大时

破坏首先发生在框架底层柱

结构呈整体下沉式倒塌（强梁机制）;火灾中水平和竖向分布易分别引起结构局部和整体的倒塌。

Abstract

This paper presents the results of a numerical study

using OpenSees

of the progressive collapse of steel frames exposed to fire.A parametric study is carried out on a 2D5-bay and8-storey steel frame to find the progressive collapse mechanism of steel frames exposed to fire and corresponding influencing factors.The factors include load ratios

stiffness ratios of beam to column and fire scenarios.The results show that different progressive collapse mechanisms can happen due to the sequence of the buckling of columns.As the load ratio increases

the collapse mechanism changes from lateral collapse to the downward collapse of the whole structure.For a small stiffness ratio

the surrounding frame drifts towards the fire due to the catenary effect of the heated beam（i.e.weak beam mechanism）.While for a large stiffness ratio

the bottom columns buckle first causing the collapse of the whole frame（i.e.strong beam mechanism）.The horizontally and vertically distributed fire scenarios may lead to a local and global collapse of structures

respectively.

关键词

Keywords

references

OpenSees中三种非线性梁柱单元的研究 [J]. 宁超列,段忠东. 低温建筑技术 . 2009(03)

OPENSEES中纤维模型的研究 [J]. 齐虎,孙景江,林淋. 世界地震工程 . 2007(04)

面向对象开放程序OpenSees在钢筋混凝土结构非线性分析中的应用与初步开发 [D]. 凌炯. 重庆大学 2004

Modeling of steel frame structures in fire using OpenSees [J] . Jian Jiang,Asif Usmani. Computers and Structures . 2012

The collapse behaviour of braced steel frames exposed to fire [J] . Ruirui Sun,Zhaohui Huang,Ian W. Burgess. Journal of Constructional Steel Research . 2011

Progressive collapse analysis of steel structures under fire conditions [J] . Ruirui Sun,Zhaohui Huang,Ian W Burgess. Engineering Structures . 2011

Robustness of steel-composite building structures subject to localised fire [J] . C. Fang,B.A. Izzuddin,A.Y. Elghazouli,D.A. Nethercot. Fire Safety Journal . 2011 (6)

Lateral displacement and collapse of single-story steel frames in uncontrolled fires [J] . Hosam M Ali,Paul E Senseny,Ronald L Alpert. Engineering Structures . 2003 (5)

A suggested cause of the fire-induced collapse of the World Trade Towers [J] . J.G Quintiere,M di Marzo,R Becker. Fire Safety Journal . 2002 (7)

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