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contributor authorEric B. Williamson
contributor authorOguzhan Bayrak
contributor authorCarrie Davis
contributor authorG. Daniel Williams
date accessioned2017-05-08T21:35:07Z
date available2017-05-08T21:35:07Z
date copyrightNovember 2011
date issued2011
identifier other%28asce%29be%2E1943-5592%2E0000222.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56758
description abstractStatistical data from past terrorist attacks show that transportation infrastructure has been widely targeted, and a significant percentage of the attacks against transportation structures have been directed towards bridges. Recent threats to bridges in the United States validate this concern and have attracted the attention of the bridge engineering community. To address these concerns, the National Cooperative Highway Research Program sponsored a research project to investigate the response of critical bridge components subjected to blast loads. This paper includes a description of an experimental research program on ten different half-scale column designs in which the design parameters that have the greatest impact on the performance of blast-loaded bridge columns were evaluated. Interpretation of the test results and guidelines for the blast-resistant design of reinforced concrete bridge columns are provided in the companion paper written by the writers.
publisherAmerican Society of Civil Engineers
titlePerformance of Bridge Columns Subjected to Blast Loads. I: Experimental Program
typeJournal Paper
journal volume16
journal issue6
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000220
treeJournal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
contenttypeFulltext


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