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contributor authorTakayuki Yokoyama
date accessioned2017-05-08T22:30:28Z
date available2017-05-08T22:30:28Z
date copyrightOctober 2015
date issued2015
identifier other47475893.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81733
description abstractThis paper examines the deflected shape assumptions built into the single-degree-of-freedom (SDOF) methodology used for analyzing structural components subject to blast loading. Design professionals use the SDOF models to analyze blast effects on components. It is common knowledge that the SDOF method is an approximation, and is not suitable for large charges with short distances (lower scaled distance
publisherAmerican Society of Civil Engineers
titleLimits to Deflected Shape Assumptions of the SDOF Methodology for Analyzing Structural Components Subject to Blast Loading
typeJournal Paper
journal volume29
journal issue5
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000691
treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
contenttypeFulltext


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