| dc.contributor.author | Monique C. Hite | |
| dc.contributor.author | Reginald DesRoches | |
| dc.contributor.author | Roberto T. Leon | |
| dc.date.accessioned | 2017-05-08T21:25:47Z | |
| dc.date.available | 2017-05-08T21:25:47Z | |
| dc.date.copyright | September 2008 | |
| dc.date.issued | 2008 | |
| dc.identifier.other | %28asce%291084-0702%282008%2913%3A5%28483%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/51146 | |
| dc.description.abstract | Overheight 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 | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Full-Scale Tests of Bridge Steel Pedestals | |
| dc.type | Journal Paper | |
| dc.journal.volume | 13 | |
| dc.journal.issue | 5 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2008)13:5(483) | |
| dc.tree | Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005 | |
| dc.contenttype | Fulltext | |