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contributor authorStephen P. Ward
date accessioned2017-05-08T21:15:03Z
date available2017-05-08T21:15:03Z
date copyrightMay 2004
date issued2004
identifier other%28asce%290887-3828%282004%2918%3A2%2895%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44336
description abstractIn recent years, many buildings around the world have had their windows protected or strengthened to resist the effects of explosions in an attempt to reduce the level of casualties associated with terrorist bomb attacks. While the windows form the most vulnerable parts of a building, occasionally it becomes necessary to strengthen the walls as well—particularly in older and weaker historical structures or where the blast loads are high. This paper highlights a number of different techniques available to the structural engineer and security specialist that can be employed to make existing masonry walls stronger and more capable of safely resisting the effects of explosions.
publisherAmerican Society of Civil Engineers
titleRetrofitting Existing Masonry Buildings to Resist Explosions
typeJournal Paper
journal volume18
journal issue2
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2004)18:2(95)
treeJournal of Performance of Constructed Facilities:;2004:;Volume ( 018 ):;issue: 002
contenttypeFulltext


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