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contributor authorMonique C. Hite
contributor authorReginald DesRoches
contributor authorRoberto T. Leon
date accessioned2017-05-08T21:25:47Z
date available2017-05-08T21:25:47Z
date copyrightSeptember 2008
date issued2008
identifier other%28asce%291084-0702%282008%2913%3A5%28483%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51146
description abstractOverheight vehicle collisions can cause major damage to bridges. To address the issue of limited vertical clearance heights and reduce the likelihood of impact damage, the Georgia Department of Transportation has implemented a program to elevate major highway bridges using very short columns referred to as steel pedestals. The process to elevate the bridges and install the steel pedestals is cost effective and efficient, resulting in minimum disruption to highway traffic. However, in practice, these pedestals are not detailed to provide end fixity, so they add considerable flexibility to the superstructure supports and potentially make the bridge more susceptible to instability and damage from seismic loads. Therefore, there is a need to evaluate how these steel pedestals will perform under the low-to-moderate earthquakes expected in this region. A full-scale
publisherAmerican Society of Civil Engineers
titleFull-Scale Tests of Bridge Steel Pedestals
typeJournal Paper
journal volume13
journal issue5
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2008)13:5(483)
treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005
contenttypeFulltext


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