爆炸事故中爆炸药量和爆源的确定Ascertainment on Charge Amout and Source of Blasting in Accidents
胡登高,孙宝平,陈云龙,贺顺康
摘要(Abstract):
按照建筑物破坏等级划分,分析了如何根据建筑物及其标志物(梁、柱和墙)的破坏推导爆源位置和药量的计算方法,提出了利用不在同一直线的3个标志物的对比距离值估算爆源药量和相对位置的方法,并给出一算例,介绍其计算过程和计算方法。
关键词(KeyWords): 爆炸药量;爆源
基金项目(Foundation):
作者(Author): 胡登高,孙宝平,陈云龙,贺顺康
参考文献(References):
- [1]HEXDAM.The H igh Exp losive Dam age Model,Engineer-ing Analysis Inc 715 Acad ia C irc le[R].Huntsville,A la-bam a 35801-5909.
- [2]A E l-Kad iM J Iremonger,Kennedy L J.The Influence ofArch itectural Design and Features on the Response ofG lazing to Exp losive B last[A].Proceed ing of the 8thIn-ternational Symposium on Interaction of the E ffects ofMu-n itions w ith Structures[C].M c lean,V irgin ia,1997.21~25.
- [3]Charles J Oswald,Quentin A Baker.Vu lnerab ility Modelfor Occupants of B last Dam aged Bu ild ing[A].Proceed ingof the 9thInternational Symposium on Interaction of theE ffects ofMun itions w ith Structures[C].Berlin,1999.25~28.
- [4]叶序双.爆炸力学基础[M].南京:工程兵工程学院,1999.[4]Ye Xushuang.Exp losion M echan ics[M].Nan jing:Engi-neering Institute of Engineer Corps,1999.
- [5]方秦,柳锦春.爆炸载荷作用下钢筋混凝土梁破坏形态有限元分析[J].工程力学,2001,18(2):33~35.[5]Fang Q in,L iu Jinchun.F in ity E lem entAnalysis of DestroyForm s on G irder of Re inforced Concrete under Exp lodeLoad[J].EngineeringM echan ics,2001,18(2):33~35.
- [6]柳锦春.爆炸载荷作用下钢筋混凝土梁的动力响应及破坏形态分析[J].爆炸与冲击,2003,(1):9~11.[6]Liu Jinchun.Analysis of Destroy Forms and Dynam ical Re-ponse on G irder of Reinforced Concrete under ExplodeLoad[J].Explosion and Shock W aves,2003,(1):9~11.
- [7]杨桂通.塑性动力学[M].北京:清华大学出版社,1984.[7]Yang Gu itong.P lastic ity Dynam ics[M].Be ijing:TinghuaUn iversity Press,1984.
- [8]Hu Y iting.Calcu lation of the Crack’s W idth ofW all un-der Shock Load[A].Twenty-sixth International Pyrotech-n ics Sem inar[C].Nan jing,1999.52~55.
- [9]L iu Ronghai.Exp losion R isk Assessm ent to the Productionof Exp losive[A].Twenty-sixth International Pyrotechn icsSem inar[C].Nan jing,1999.92~95.
- [10]BakerW E.A Short Course on Exp losion Hazards Evalu-ation[R].Houston:Southwest Research Institute,1978.