留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

飞机撞击复杂结构建筑全过程模拟与研究

崔铁军 李莎莎 马云东 王来贵

崔铁军, 李莎莎, 马云东, 王来贵. 飞机撞击复杂结构建筑全过程模拟与研究[J]. 应用数学和力学, 2016, 37(11): 1228-1238. doi: 10.21656/1000-0887.360336
引用本文: 崔铁军, 李莎莎, 马云东, 王来贵. 飞机撞击复杂结构建筑全过程模拟与研究[J]. 应用数学和力学, 2016, 37(11): 1228-1238. doi: 10.21656/1000-0887.360336
CUI Tie-jun, LI Sha-sha, MA Yun-dong, WANG Lai-gui. Whole-Process Simulation of Complex-Structure Buildings After Aircraft Impacts[J]. Applied Mathematics and Mechanics, 2016, 37(11): 1228-1238. doi: 10.21656/1000-0887.360336
Citation: CUI Tie-jun, LI Sha-sha, MA Yun-dong, WANG Lai-gui. Whole-Process Simulation of Complex-Structure Buildings After Aircraft Impacts[J]. Applied Mathematics and Mechanics, 2016, 37(11): 1228-1238. doi: 10.21656/1000-0887.360336

飞机撞击复杂结构建筑全过程模拟与研究

doi: 10.21656/1000-0887.360336
详细信息
    作者简介:

    崔铁军(1983—),男,讲师,博士(通讯作者. E-mail: ctj.159@163.com);李莎莎(1988—),女,博士生;马云东(1964—),男,教授,博士生导师;王来贵(1962—) ,男,教授,博士生导师.

  • 中图分类号: TU973; TU311.41

Whole-Process Simulation of Complex-Structure Buildings After Aircraft Impacts

  • 摘要: 为研究复杂结构高层建筑受到飞机撞击后的坍塌过程,使用颗粒流理论对该过程进行模拟,过程包括撞击、爆炸、火灾及建筑坍塌.引入了颗粒流相关模型,包括飞机撞击模型、爆炸模型及火灾模型.建筑模型高为216 m,中部空间较大并由4个核心筒组成的复杂结构.分别在建筑高程200 m和100 m处实施了撞击模拟.其结果显示:由于建筑结构的复杂性和撞击高度不同,导致撞击后建筑破坏过程差异明显,特别是坍塌原因、坍塌形式和坍塌时间差别较大.
  • [1] 陆新征, 江见鲸. 世界贸易中心飞机撞击后倒塌过程的仿真分析[J]. 土木工程学报, 2001,34(6): 8-10.(LU Xin-zheng, JIANG Jian-jing. Dynamic finite element simulation for the collapse of World Trade Center[J]. China Civil Engineering Journal,2001,34(6): 8-10.(in Chinese))
    [2] Zou P X W, 唐嘉敏, 季静. 关于纽约世界贸易中心双子塔倒塌的分析和教训[J]. 地震工程与工程振动, 2006,26(3): 31-33.(Zou P X W, TANG Jia-min, JI Jing. An analysis of the collapse of the New York World Trade Center twin towers[J]. Earthquake Engineering and Engineering Vibration,2006,26(3): 31-33.(in Chinese))
    [3] 许佳萍, 张同忠, 闫维波. 世贸大厦“坐塌”分析与高层建筑的分区隔震[J]. 钢结构,2007,〖STHZ〗22(8): 11-13.(XU Jia-ping, ZHANG Tong-zhong, YAN Wei-bo. Analysis of the World Trade Centre cave-in collapse and seismic isolation of the high-rise building in subarea[J]. Steel Construction,2007,22(8): 11-13.(in Chinese))
    [4] 温立平, 王素莉, 张艳敏, 李迎秋, 邱兆国. 偶然载荷下框架结构抗连续性倒塌数值分析[J]. 辽宁工程技术大学学报(自然科学版), 2013,32(10): 1363-1366.(WEN Li-ping, WANG Su-li, ZHANG Yan-min, LI Ying-qiu, QIU Zhao-guo. Numerical analysis on resistance to progressive collapse of frame structure under accidental loads[J]. Journal of Liaoning Technical University(Natural Science ), 2013,32(10): 1363-1366.(in Chinese))
    [5] 江晓峰, 陈以一. 建筑结构连续性倒塌及其控制设计的研究现状[J]. 土木工程学报, 2008,46(1): 1-7.(JIANG Xiao-feng, CHEN Yi-yi. A review on the progressive collapse and control design of building structures[J]. China Civil Engineering Journal,2008,46(1): 1-7.(in Chinese))
    [6] 高主珊, 孙跃光, 张春玉, 罗忠庆, 章东耀, 孟国良. 20层剪力墙结构大楼定向与双向折叠爆破拆除[J]. 工程爆破, 2010,16(4): 25, 51-54.(GAO Zhu-shan, SUN Yue-guang, ZHANG Chun-yu, LUO Zhong-qing, ZHANG Dong-yao, MENG Guo-liang. Demolition of 20-storey building with shear wall structure by directional and bidirectional folding blasting[J]. Engineering Blasting,2010,16(4): 25, 51-54.(in Chinese))
    [7] 陈士海, 张安康, 张子华, 燕永峰. 爆破地震作用下结构的损伤及动力响应分析[J]. 山东科技大学学报(自然科学版), 2011,30(5): 36-41.(CHEN Shi-hai, ZHANG An-kang, ZHANG Zi-hua, YAN Yong-feng. Damage of structures and dynamic response analysis under the action of blasting seism[J]. Journal of Shandong University of Science and Technology(Natural Science ), 2011,30(5): 36-41.(in Chinese))
    [8] 王涛, 宋庆刚, 谢春明, 杨军. 爆炸荷载下六层框架结构建筑爆破拆除数值模拟[J]. 爆破, 2014,31(2): 104-107, 110.(WANG Tao, SONG Qing-gang, XIE Chun-ming, YANG Jun. Numerical simulation of six-story frame structure explosive demolition under explosive loading[J].Blasting,2014,31(2): 104-107, 110.(in Chinese))
    [9] 汪浩. 超薄全剪力墙高层建筑多方向倾倒控制爆破拆除[J]. 工程爆破, 2007,13(1): 55-58.(WANG Hao. Controlled blasting demolition of a high building with super-thin shear-wall structure by multi-directional collapsing[J]. Engineering Blasting,2007,13(1): 55-58.(in Chinese))
    [10] 谭雪刚, 年鑫哲, 贺五一, 付水华, 胡家银. 大孔径装药技术在高层建筑物爆破中的应用探讨[J]. 爆破, 2010,27(3): 51-53.(TAN Xue-gang, NIAN Xin-zhe, HE Wu-yi, FU Shui-hua, HU Jia-yin. Application of large bore diameter-charge to explosive demolition of high-rise buildings[J]. Blasting,2010,27(3): 51-53.(in Chinese))
    [11] 崔正荣, 赵翔. 框架楼房原地坍塌爆破拆除模拟与优化[J]. 爆破, 2014,31(2): 100-103.(CUI Zheng-rong, ZHAO Xiang. Simulation and optimization of explosive demolition of frame structure collapse in situ[J]. Blasting,2014,31(2): 100-103.(in Chinese))
    [12] 叶建. 大空间钢结构整体抗火性能的数值研究[D]. 硕士学位论文. 沈阳: 沈阳航空航天大学, 2013.(YE Jian. The numeric study about the fire-resistant of the whole steel structure in large space[D]. Master Thesis. Shenyang: Shenyang Aerospace University, 2013.(in Chinese))
    [13] 刘刚刚. 钢筋混凝土框架结构连续倒塌破坏机理研究[D]. 硕士学位论文. 大连: 大连理工大学, 2013.(LIU Gang-gang. Study on the progressive collapse mechanism of RC frame structures[D]. Master Thesis. Dalian: Dalian University of Technology, 2013.(in Chinese))
    [14] 朱杭. 高层建筑钢结构性能化防火设计方法与应用[D]. 硕士学位论文. 上海: 上海交通大学, 2011.(ZHU Hang. Method and application of performance-based fire-resistant design for high-rise steel structure[D]. Master Thesis. Shanghai: Shanghai Jiao Tong University, 2011.(in Chinese))
    [15] 刘迎利, 关培斌. 数值模拟在建筑防火工程中的应用[J]. 建筑科学, 2013,29(7): 112-116.(LIU Ying-li, GUAN Pei-bin. Application of numerical simulation in building fire-resistant engineering[J]. Building Science,2013,29(7): 112-116.(in Chinese))
    [16] 崔铁军, 马云东, 白润才. 基于ANN耦合遗传算法的爆破方案选择方法[J]. 中国安全科学学报, 2013,23(2): 64-68.(CUI Tie-jun, MA Yun-dong, BAI Run-cai. Selection of blast scheme based on coupling of genetic algorithm and artificial neural network[J]. China Safety Science Journal,2013,23(2): 64-68.(in Chinese))
    [17] 崔铁军, 马云东. 火灾中非均匀温场热力耦合隧道管片受力分析[J]. 应用力学学报, 2013,30(6): 936-940.(CUI Tie-jun, MA Yun-dong. Internal forces analysis for tunnel segment under fire based on the coupled thermal-mechanical model in non-uniform temperature field[J]. Chinese Journal of Applied Mechanics,2013,30(6): 936-940.(in Chinese))
    [18] 崔铁军, 马云东, 白润才. 基于神经网络优化遗传算法的爆破参数优化[J]. 地震工程与工程振动, 2014,34(2): 258-262.(CUI Tie-jun, MA Yun-dong, BAI Run-cai. Optimization of blast parameters using genetic algorithm optimized by artificial neural network[J]. Journal of Earthquake Engineering and Engineering Vibration,2014,34(2): 258-262.(in Chinese))
    [19] 崔铁军, 马云东. 混合温场作用下地铁车站结构的热力研究[J]. 应用力学学报, 2014,31(3): 412-417.(CUI Tie-jun, MA Yun-dong. The research for the existing subway station structure in mixed temperature field[J]. Chinese Journal of Applied Mechanics,2014,31(3): 412-417.(in Chinese))
    [20] 崔铁军, 马云东. 均匀火灾温场下隧道管片受力分析[J]. 中国安全生产科学技术, 2014,10(5): 37-42.(CUI Tie-jun, MA Yun-dong. Internal forces analysis for tunnel segment under uniform temperature field of fire[J]. Journal of Safety Science and Technology,2014,10(5): 37-42.(in Chinese))
    [21] 崔铁军, 马云东, 王来贵. 基于PFC3D的露天矿边坡爆破过程模拟及稳定性研究[J]. 应用数学和力学, 2014,35(7): 759-767.(CUI Tie-jun, MA Yun-dong, WANG Lai-gui. The slope blasting process simulation and stability study based on PFC3D[J]. Applied Mathematics and Mechanics,2014,35(7): 759-767.(in Chinese))
    [22] 杜东宁, 张向东, 崔铁军. 火灾引发超高层建筑非连续倒塌模拟研究[J]. 中国安全科学学报, 2015,25(2): 53-59.(DU Dong-ning, ZHANG Xiang-dong, CUI Tie-jun. Research on fire-induced discontinuity collapse of high-rise building[J]. China Safety Science Journal,2015,25(2): 53-59.(in Chinese))
    [23] 崔铁军, 马云东. 超高层建筑爆破后非连续性倒塌模拟及爆炸模型研究[J]. 工业建筑, 2016,46(5): 101-106.(CUI Tie-jun, MA Yun-dong. Model for blasting induced discontinuity collapse of high-rise buildings and research on the blasting model[J]. Industrial Construction,2016,46(5): 101-106.(in Chinese))
  • 加载中
计量
  • 文章访问数:  916
  • HTML全文浏览量:  48
  • PDF下载量:  848
  • 被引次数: 0
出版历程
  • 收稿日期:  2015-12-02
  • 修回日期:  2016-06-20
  • 刊出日期:  2016-11-15

目录

    /

    返回文章
    返回