| contributor author | Kevin R. Mackie | |
| contributor author | Božidar Stojadinović | |
| date accessioned | 2017-05-08T21:25:37Z | |
| date available | 2017-05-08T21:25:37Z | |
| date copyright | July 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291084-0702%282007%2912%3A4%28500%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51044 | |
| 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 ( | |
| publisher | American Society of Civil Engineers | |
| title | R
-Factor Parameterized Bridge Damage Fragility Curves | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 4 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2007)12:4(500) | |
| tree | Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004 | |
| contenttype | Fulltext | |
