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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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