基于重要杆件失效网架结构连续倒塌动力试验研究

丁北斗1,2, 吕恒林1,2,李贤1,2 周列武1

振动与冲击 ›› 2015, Vol. 34 ›› Issue (23) : 106-114.

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振动与冲击 ›› 2015, Vol. 34 ›› Issue (23) : 106-114.
论文

基于重要杆件失效网架结构连续倒塌动力试验研究

  • 丁北斗1,2, 吕恒林1,2,李贤1,2   周列武1
作者信息 +

Experimental Study on Dynamical Progressive Collapse of Grid Structure Triggered by Key Member Failure

  • DING Bei-dou1,2 ,LV Heng-lin 1,2, ,LI  Xian1,2   ZHOU Lie-wu1,2
Author information +
文章历史 +

摘要

在网架结构模型中,基于杆件轴力与应变能变化响应的杆件重要性评估方法确定初始破坏杆件并引入失效装置,进行了基于杆件失效的结构连续性倒塌试验。在试验过程中,利用动态应变仪、拉线式位移和加速度传感器,获取网架结构模型因初始破坏引发的动态过程总的应变、位移和加速度时程曲线,揭示网架结构连续性倒塌的破坏过程及破坏机制。仿真分析和试验结果表明,支座之间及其相邻腹杆是网架结构关键杆件,其初始破坏失效后,会造成网架结构的连续性倒塌,在实际设计过程中要加强其构件承载力。

Abstract

In the test model of grid structure, experiment on progressive collapse of structure on account of the member failure has been carried out, in which member importance evaluation method based on member axial force and the response to strain energy change has been adopted to determine the initial failure member and a manually controlled failure apparatus has been installed. During the model test, by using dynamic strain meter, guyed displacement and acceleration sensor, the response on the whole in the dynamic process triggered by the initial failure, the time history curves of the displacement and acceleration could be obtained, which would reveal the collapse process and mechanism. The numerical simulation analysis and test results show that some members between bearings and adjacent members of grid structure are key ones which will cause the progressive collapse of the grid structure after their initial failure so in the actual design, it is necessary to strengthen their bearing capacities.

关键词

连续性倒塌:网架结构 / 重要杆件 / 初始破坏 / 失效装置 / 模型试验

Key words

progressive collapse;key element / grid structure;initial failure;failure apparatus;model test;

引用本文

导出引用
丁北斗1,2, 吕恒林1,2,李贤1,2 周列武1. 基于重要杆件失效网架结构连续倒塌动力试验研究[J]. 振动与冲击, 2015, 34(23): 106-114
DING Bei-dou1,2,LV Heng-lin 1,2,,LI Xian1,2 ZHOU Lie-wu1,2. Experimental Study on Dynamical Progressive Collapse of Grid Structure Triggered by Key Member Failure[J]. Journal of Vibration and Shock, 2015, 34(23): 106-114

参考文献

[1] 陈骥. 美国哈特福德城体育馆网架结构失稳事故分析[J]. 钢结构,1997,12(38):20-25,42.
CHEN Ji .On  the analysis of American Hartford coliseum space truss roof stability failure[J].Steel Construction,1997,12(38):20-25,42.(in Chinese)
[2]童根树.轴压杆偏心支撑的有效性及Hartford体育馆网架破坏原因分析[J]. 西安冶金建筑学院学报,1990,22(3):221-232.
   TONG Gen-shu.On the effectiveness of eccentric brace on column and the collapse of Hartford coliseum[J].Journal of Xi'an University of Architecture & Technology,1990,22(3):221-232.(in Chinese)
[3] Murtha-Smith, Alternate Path Analysis of Space Trusses for Progressive Collapse [J].  J. Struct. Eng, 1988.114:1978-1999.
[4]王铁成,刘传卿.连续倒塌现象中结构动态响应特性的分析[J].振动与冲击,2010,39(5):7-11.
  WANG Tie-cheng,LIU Chuan-qi. Analysis of structural dynamic response characteristics in progressive collapse phenomena[J].Journal of Vibration and Shock,2010,39(5):7-11.
 [5] 王磊,陈以一,李玲,刘宏创. 引入初始破坏的桁梁结构倒塌试验研究[J]. 同济大学学报,2010,38(5):644-649.
    WANG Lei,CHEN Yi-yi,LI ling,LIU Hong-chuang. Experimental study on beam-truss structure model by introducing incipient failure in collapse[J].Journal of  Tongji  University ,2010,38(5):644-649.(in Chinese)
[6]江晓峰,陈以一. 大跨桁架体系的连续倒塌分析与机理研究[J]. 工程力学,2010,27(1):76-83.
    JIANG Xiao-feng, CHEN Yi-yi. Progressive collapse analysis and mechanism study for large-span steel truss structures[J].Engineering Mechanics,2010,27(1):76-83.(in Chinese)
[7] 熊进刚,钟丽媛 等. 网架结构连续倒塌性能的试验研究[J]. 南昌大学学报,2012,34(4):369-372.
   XIONG Jin-gang,Zhong Li-yuan,Zhang Yi,Li Yan. Experimental Study on Progressive Collapse of Space Grid Structure[J].Journal of Nanchang University ,2012,34(4):369-372.(in Chinese)
[8] 柳承茂,刘西拉. 基于刚度的构件重要性评估及其余冗余度的关系[J].上海交通大学学报,2005,39(5):746-750.
     LIU Cheng-mao,Liu Xi-la. Stiffness-based evaluation of component importance and its relationship with redundancy[J].Journal of  Shanghai  Jiao tong  University ,2005,39(5):746-750.(in Chinese)
[9] 张明雷,刘西拉.框架结构能量流网络及其初步应用[J].土木工程学报,2007,40(3):45-49.
    ZHANG Lei-ming ,LIU Xi-la .Network of energy transfer in frame structures and its preliminary application[J].China Civil Engineering Journal ,2007,40(3):45-49.(in Chinese)
[10] 高杨,刘西拉.结构鲁棒性评价中的构件重要性系数[J].岩石力学与工程学报,2008,27(12):2575-2584.
GAO Yang,LIU Xi-la .Importance coefficients of components in evaluation of structure robustness[J].Chinese Journal  of  Rock Mechanics and Engineering  ,2008,27(12):2575-2584.(in Chinese)
[11] Donald O. Dusenberry,Ronald O. Hamburger. Practical Means for Energy-Based Analyses of Disproportionate Collapse Potential[J]. 2008,27(12):336-348.
[12] 李航. 钢结构高塔的连续倒塌分析[D].上海:同济大学土木工程学院,2008.
LI Hang. The progressive collapse analysis of high steel tower [D].Shanghai: School of Civil Engineering,Tongji University,2008.(in Chinese)
[13]蔡建国,王蜂岚,冯建等. 大跨空间结构重要构件评估实用方法[J].湖南大学学报,2011,38(3):7-11.
CAI Jian-guo,WANG Feng-lan,FENG Jian etc.Practical Method for the evaluation of important structural components of long-span space structure[J].Journal of Hunan University,2011,38(3):7-11.(in Chinese)
[14]王泽鹏,胡仁喜,康士廷.ANSYS 13.0/LS-DYNA非线性有限元分析实例指导教程[M].机械工业出版社,2011.

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