|本期目录/Table of Contents|

[1]姚宇飞,师燕超,李忠献.爆炸荷载下钢筋混凝土框架结构连续倒塌分析方法比较[J].建筑科学与工程学报,2015,32(01):64-72.
 YAO Yu-fei,SHI Yan-chao,LI Zhong-xian.Comparison of Progressive Collapse Analysis Methods for RC Frame Structures Under Blast Loads[J].Journal of Architecture and Civil Engineering,2015,32(01):64-72.
点击复制

爆炸荷载下钢筋混凝土框架结构连续倒塌分析方法比较(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
32卷
期数:
2015年01期
页码:
64-72
栏目:
出版日期:
2015-01-30

文章信息/Info

Title:
Comparison of Progressive Collapse Analysis Methods for RC Frame Structures Under Blast Loads
作者:
姚宇飞师燕超李忠献
天津大学建筑工程学院
Author(s):
YAO Yu-fei, SHI Yan-chao, LI Zhong-xian
School of Civil Engineering, Tianjin University
关键词:
钢筋混凝土框架结构爆炸荷载连续倒塌数值模拟非线性动力分析
Keywords:
reinforced concrete frame structure blast load progressive collapse numerical simulation nonlinear dynamic analysis
分类号:
-
DOI:
-
文献标志码:
A
摘要:
运用显式动力有限元分析软件LSDYNA建立了一个四层两跨钢筋混凝土框架结构的有限元模型,并对其施加爆炸荷载,在爆炸荷载仅引起结构关键柱失效的情况下,研究了不同比例距离爆炸荷载作用下钢筋混凝土结构的动力响应及倒塌过程;同时采用美国国防部2009年出台的建筑物抗连续倒塌设计规范UFC 402303中推荐使用的替代传力路径法对相同的四层钢筋混凝土框架结构进行了非线性动力连续倒塌分析。通过比较研究上述数值分析结果,揭示了UFC 402303规范推荐使用的替代传力路径分析方法的不足,进而对考虑爆炸荷载作用的结构抗连续倒塌分析设计方法的改进提出了设想。研究结果表明:通过引入爆炸荷载放大系数来考虑爆炸荷载作用的影响具有更广的适用范围。
Abstract:
The finite element model of a fourstorey twospan reinforced concrete (RC) frame structure was established using the explicit dynamic finite element analysis software LSDYNA. In the case of only key column failure due to blast loads, the dynamic response and collapse process of the RC frame structure under blast loads of different scaled distances were studied. Meanwhile, nonlinear dynamic analysis of the same fourstorey structure was done using alternate path method recommended by the UFC 402303 which was published in 2009 by United States Department of Defence. Through comparative study based on the numerical analysis results above, it revealed the deficiency of the alternate path analysis method. Furthermore, the proposal of the improved analysis and design method of buildings to resist progressive collapse due to blast was made. The study results show that considering the influence of blast load by introducing the blast load factor has a broader applicable scope.

参考文献/References:

相似文献/References:

[1]樊海涛,王志鑫,赵黄娟,等.带X型支撑钢筋混凝土框架结构抗震性能分析[J].建筑科学与工程学报,2013,30(02):35.
 FAN Hai-tao,WANG Zhi-xin,ZHAO Huang-juan,et al.[J].Journal of Architecture and Civil Engineering,2013,30(01):35.
[2]刘伯权,付国.钢筋混凝土框架结构抗地震倒塌破坏的研究现状与对策分析[J].建筑科学与工程学报,2013,30(04):1.
 LIU Bo-quan,FU Guo.Present Research Status and Countermeasure Analysis of Earthquake Collapse Damage of RC Frame Structures[J].Journal of Architecture and Civil Engineering,2013,30(01):1.
[3]孙 威,阎 石,姜绍飞,等.基于压电陶瓷传感器的钢筋混凝土框架结构裂缝损伤全过程监测[J].建筑科学与工程学报,2013,30(04):84.
 SUN Wei,YAN Shi,JIANG Shao-fei,et al.Cracking Damage Process Monitoring of RC Frame Structure Based on Piezoelectric Ceramic Transducers[J].Journal of Architecture and Civil Engineering,2013,30(01):84.
[4]曹雪叶,赵均海,李 艳.爆炸荷载作用下钢管混凝土柱非线性分析[J].建筑科学与工程学报,2015,32(01):58.
 CAO Xue-ye,ZHAO Jun-hai,LI Yan.Nonlinear Analysis of Concrete-filled Steel Tubular Columns Under Blast Load[J].Journal of Architecture and Civil Engineering,2015,32(01):58.
[5]田 力,范其华.多层框架结构在其地下室内部爆炸冲击下的连续倒塌机理研究[J].建筑科学与工程学报,2016,33(01):46.
 TIAN Li,FAN Qi-hua.Research on Progressive Collapse Mechanism of Multi-layered Frame Structure Under Blast Impact in Internal of Basement[J].Journal of Architecture and Civil Engineering,2016,33(01):46.
[6]张皓,李宏男.考虑应变率效应的钢筋混凝土框架结构弹塑性地震反应分析[J].建筑科学与工程学报,2011,28(03):74.
 ZHANG Hao,LI Hong-nan.Elastic-plastic Seismic Response Analysis of Reinforced Concrete Frame Structure with Strain Rate Effect[J].Journal of Architecture and Civil Engineering,2011,28(01):74.

备注/Memo

备注/Memo:
更新日期/Last Update: 2015-02-03