| dc.contributor.author | Kevin R. Mackie | |
| dc.contributor.author | Božidar Stojadinović | |
| dc.date.accessioned | 2017-05-08T21:25:37Z | |
| dc.date.available | 2017-05-08T21:25:37Z | |
| dc.date.copyright | July 2007 | |
| dc.date.issued | 2007 | |
| dc.identifier.other | %28asce%291084-0702%282007%2912%3A4%28500%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/51044 | |
| dc.description.abstract | Damage fragilities describe the probability that a bridge will incur certain (discrete) damage states conditioned on the intensity of the earthquake it may experience. Reinforced concrete box girder highway overpass bridges are prevalent among the total inventory of bridges in California. For this class of bridges, a method for computing damage fragilities for three damage states (concrete cover spalling, longitudinal bar buckling, and column failure) based on the bridge force reduction factors ( | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | R
-Factor Parameterized Bridge Damage Fragility Curves | |
| dc.type | Journal Paper | |
| dc.journal.volume | 12 | |
| dc.journal.issue | 4 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2007)12:4(500) | |
| dc.tree | Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004 | |
| dc.contenttype | Fulltext | |
