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    Quantifying Blast Effects on Constructed Facilities behind Blast Walls

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 004
    Author:
    Steven Schuldt
    ,
    Khaled El-Rayes
    DOI: 10.1061/(ASCE)CF.1943-5509.0001015
    Publisher: American Society of Civil Engineers
    Abstract: Explosive attacks on constructed facilities are a significant threat worldwide, producing devastating consequences including loss of life, property damages, and economic losses. This paper presents the development a blast effects assessment model (BEAM) capable of efficiently quantifying and visualizing blast effects on constructed facilities behind blast walls. The model provides novel and unique capabilities that enable designers to: (1) efficiently predict the blast damage level on facilities for a wide range of feasible design alternatives of blast charge weight, blast wall type, building material, and facility location; (2) quantify the effectiveness of feasible frangible blast wall types in reducing blast loading on facilities; and (3) generate visualizations of the anticipated facility damage areas based upon the blast charge weight, blast wall type, and building material combinations. These distinctive capabilities enable designers to accurately and efficiently evaluate all feasible design alternatives in order to select an optimal design solution that minimizes the risks to site personnel and facilities from the threat of explosive attacks.
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      Quantifying Blast Effects on Constructed Facilities behind Blast Walls

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4244219
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    contributor authorSteven Schuldt
    contributor authorKhaled El-Rayes
    date accessioned2017-12-30T12:59:24Z
    date available2017-12-30T12:59:24Z
    date issued2017
    identifier other%28ASCE%29CF.1943-5509.0001015.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244219
    description abstractExplosive attacks on constructed facilities are a significant threat worldwide, producing devastating consequences including loss of life, property damages, and economic losses. This paper presents the development a blast effects assessment model (BEAM) capable of efficiently quantifying and visualizing blast effects on constructed facilities behind blast walls. The model provides novel and unique capabilities that enable designers to: (1) efficiently predict the blast damage level on facilities for a wide range of feasible design alternatives of blast charge weight, blast wall type, building material, and facility location; (2) quantify the effectiveness of feasible frangible blast wall types in reducing blast loading on facilities; and (3) generate visualizations of the anticipated facility damage areas based upon the blast charge weight, blast wall type, and building material combinations. These distinctive capabilities enable designers to accurately and efficiently evaluate all feasible design alternatives in order to select an optimal design solution that minimizes the risks to site personnel and facilities from the threat of explosive attacks.
    publisherAmerican Society of Civil Engineers
    titleQuantifying Blast Effects on Constructed Facilities behind Blast Walls
    typeJournal Paper
    journal volume31
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001015
    page04017027
    treeJournal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian