|本期目录/Table of Contents|

[1]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):46-53.
　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):46-53.
点击复制

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(PDF)
分享到：

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

卷:
33卷
期数:
2016年01期
页码:
46-53
栏目:
出版日期:
2016-01-29

文章信息/Info

Title:
Research on Progressive Collapse Mechanism of Multi-layered Frame Structure Under Blast Impact in Internal of Basement
作者:
田 力，范其华
天津大学建筑工程学院
Author(s):
TIAN Li, FAN Qi-hua
School of Civil Engineering, Tianjin University
关键词:
框架结构; 地下室内部; 爆炸荷载; 连续倒塌; 土体作用; 分离式模型
Keywords:
frame structure;  internal of basement;  blast load;  progressive collapse;  soil interaction;  separate model
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为了研究框架结构在地下室内部爆炸时的连续倒塌特性，运用有限元显式动力分析软件LS-DYNA建立了一个含有1层地下室、4层地上结构的钢筋混凝土框架结构分离式模型；考虑钢筋和混凝土共节点的连接方式，采用三阶段模拟法将不同炸药作用位置时结构的连续倒塌模式进行对比，分析梁、板、柱等主要受力构件的具体破坏方式；阐释结构在地下室内部爆炸后的不同倒塌破坏模式。结果表明：地下室内部爆炸发生后地上一层破坏严重，在地下结构柱附近爆炸使得结构节点处破坏严重，从而导致结构的连续倒塌。
Abstract:
In order to study progressive collapse characteristics of frame structure in the basement under internal explosion, a finite element explicit dynamic analysis software LS-DYNA was used to build a four-story frame structure separate model with a single basement. With considering common node connections of reinforcement and concrete, three-stage simulation method was used to analyze and compare progressive collapse modes in different blast load positions. The concrete failure modes of main components, such as beam, slab, column, etc. were analyzed, and the different collapse mechanisms of basement structure under blast load were presented. The results show that serious damage occurs in the first floor after the explosion in the internal of basement, and the explosion of underground structure near the column causes the structural nodes seriously damage and collapses finally.

参考文献/References:

-

相似文献/References:

[1]郭 猛,王双娇,袁 泉,等.框格形式影响组合墙加固框架抗震性能试验[J].建筑科学与工程学报,2017,34(04):65.
　GUO Meng,WANG Shuang-jiao,YUAN Quan,et al.Seismic Performance Experiment of Frame Strengthened by Composite Walls with Different Grid Forms[J].Journal of Architecture and Civil Engineering,2017,34(01):65.
[2]杨佑发,熊丽,陈远.基于神经网络的框架结构损伤多重分步识别[J].建筑科学与工程学报,2011,28(01):106.
　YANG You-fa,XIONG Li,CHEN Yuan.Multi-stage Damage Identification for Frame Structures Based on Neural Network[J].Journal of Architecture and Civil Engineering,2011,28(01):106.
[3]易伟建,张颖.混凝土框架结构抗震设计的弯矩增大系数[J].建筑科学与工程学报,2006,23(02):46.
　YI Wei-jian,ZHANG Ying.Moment Magnification Factor in Anti-seismic Design of Concrete Frame Structure[J].Journal of Architecture and Civil Engineering,2006,23(01):46.
[4]黄 华,黄 敏,郭洁娜,等.RC框架结构连续倒塌影响因素与破坏机制的研究现状[J].建筑科学与工程学报,2018,35(06):29.
　HUANG Hua,HUANG Min,GUO Jie-na,et al.Research Status on Influencing Factors and Failure Mechanism for RC Frame Structural Progressive Collapse[J].Journal of Architecture and Civil Engineering,2018,35(01):29.

备注/Memo

备注/Memo:
-
更新日期/Last Update: 2016-01-29