| contributor author | Hossein Pahlavan | |
| contributor author | Behzad Zakeri | |
| contributor author | Gholamreza Ghodrati Amiri | |
| contributor author | Mohsenali Shaianfar | |
| date accessioned | 2017-05-08T22:25:32Z | |
| date available | 2017-05-08T22:25:32Z | |
| date copyright | June 2016 | |
| date issued | 2016 | |
| identifier other | 44452347.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80401 | |
| description abstract | Numerous concrete box-girder bridges in California are horizontally curved and also have at least one in-span hinge. The curvature and in-span hinges in multiframe bridges lead to significant differences in bridge dynamic response during seismic excitations. In this article, a set of analytical fragility curves for horizontally curved highway bridges are developed based on nonlinear time history analyses in | |
| publisher | American Society of Civil Engineers | |
| title | Probabilistic Vulnerability Assessment of Horizontally Curved Multiframe RC Box-Girder Highway Bridges | |
| type | Journal Paper | |
| journal volume | 30 | |
| journal issue | 3 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000780 | |
| tree | Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003 | |
| contenttype | Fulltext | |
