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两种荷载对地下结构影响的对比分析

Comparative analysis of influence of two load on underground structure
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摘要 针对现行地下结构设计规范只对人防等爆炸冲击荷载进行了规定,但是并没有考虑塌落触地冲击荷载影响的问题;对比分析了人防荷载与拆除爆破塌落触地冲击荷载对邻近地下结构造成的影响;首先介绍了人防荷载和塌落触地冲击荷载,并分析影响塌落触地冲击荷载的关键因素,再根据工程实际将塌落触地冲击荷载与人防荷载进行对比计算分析。结果表明:在所选取的对地下结构有利的塌落触地工况下,当结构埋深较小时,塌落触地冲击荷载大于相应的人防荷载,说明在进行建筑拆除时需要考虑塌落触地冲击对地下结构的影响。 In view of the fact that the current code for design of underground structures only stipulates the impact load of civil air defense and other explosions,and does not consider the impact load of collapse.The influence of civil air defense load and demolition blasting collapse impact load on adjacent underground structure is analyzed.Firstly,the civil air defense load and the impact load of collapse are introduced,and the key factors affecting the impact load are analyzed,then according to the engineering practice,the impact load of the collapse and the civil air defense load are compared computational analysis.The results show that under collapsed ground contact conditions that are beneficial to the undergound structure the impact load on the ground is greater than the corresponding civil air defense load when the buried depth of the structure is small,it is indicated that the impact on underground structure should be considered when demolition blasting the buildings.
作者 饶飞 王国波 RAO Fei;WANG Guo-bo(Hubei Key Laboratory of Roadway Bridge&Structure Engineering,Wuhan University of Technology,Wuhan 430070,China)
出处 《工程爆破》 CSCD 2020年第6期107-114,共8页 Engineering Blasting
基金 武汉市城建局科技计划资助项目(201945)。
关键词 拆除爆破 地下结构 塌落冲击 人防荷载 冲击压力 demolition blasting underground structure collapse impact civil air defense load impact pressure
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  • 1阳生权,吕中玉,刘宝琛.隧道围岩爆破地震累积效应研究[J].地下空间与工程学报,2007,3(z2):1451-1454. 被引量:19
  • 2国胜兵,王明洋,赵跃堂,罗昆升.爆炸地震波作用下地下结构动力响应数值分析[J].世界地震工程,2004,20(4):137-142. 被引量:19
  • 3杜修力,廖维张,田志敏,李亮.炸药爆炸作用下地下结构的动力响应分析[J].爆炸与冲击,2006,26(5):474-480. 被引量:38
  • 4赵东平,王明年.小净距交叉隧道爆破振动响应研究[J].岩土工程学报,2007,29(1):116-119. 被引量:78
  • 5CHOI S, WANG J, MUNFAKH G; et al. 3D nonlinear blast model analysis for underground structures[C]// GeoCongress 2006. Atlanta: Geotechnical Engineering in the Information Technology Age, 2006.
  • 6LU Y, WANG Z, CHONG K. A comparative study of buried structure in soil subjected to blast load using 2D and 3D numerical simulations[J]. Soil Dynamics and Earthquake Engineering, 2005, 25(3): 275--288.
  • 7WU CHENGQINC HA0 HONG. Modeling of simultaneous ground shock and air blast pressure on nearby structures from surface explosions[J]. Inter- national Journal of Impact Engineering, 2005, 31(6): 699--717.
  • 8GW1NNER J, BROSOWSKI B. A penalty approximation for a unilateral contact problem in non-linear elasticity[J]. Mathematical Methods in the Applied Sciences, 1989, 11(4): 447--458.
  • 9CARTER J P, BOOKER J R, WROTH C P. A critical state soil model for cyclic loading[C]//Soil Mechanics Transient and Cyclic Loads. London: John Wiley and Son, 1982: 219--252.
  • 10LEE JEELO, FENVES GREGORY L. Plastic damage model for cyclic loading of concrete structures[J]. Journal of Engineering Mechanics, 1998, 112(4): 892-- 900.

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