| contributor author | Behzad | |
| contributor author | Zakeri | |
| contributor author | Jamie E. | |
| contributor author | Padgett | |
| contributor author | Gholamreza Ghodrati | |
| contributor author | Amiri | |
| date accessioned | 2017-05-08T21:38:08Z | |
| date available | 2017-05-08T21:38:08Z | |
| date copyright | June 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29cf%2E1943-5509%2E0000440.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/58036 | |
| description abstract | Damage to skewed bridges in recent earthquakes has reinforced the potential vulnerability of these structures. The effect of skew angle on a bridge’s fragility could vary for different bridge types, ages, or geometric configurations. This paper conducts a probabilistic seismic assessment of skewed bridge performance, focusing on single-frame concrete box-girder bridge subclasses. The effect of skew angle on bridge seismic fragility is investigated for bridges with single- or two-column bents, integral or seat-type abutments, and minimal or significant levels of seismic design. Component and system-level damage states consistent with | |
| publisher | American Society of Civil Engineers | |
| title | Fragility Analysis of Skewed Single-Frame Concrete Box-Girder Bridges | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 3 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000435 | |
| tree | Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 003 | |
| contenttype | Fulltext | |
