| contributor author | Bayram Aygün | |
| contributor author | Leonardo Dueñas-Osorio | |
| contributor author | Jamie E. Padgett | |
| contributor author | Reginald DesRoches | |
| date accessioned | 2017-05-08T21:34:54Z | |
| date available | 2017-05-08T21:34:54Z | |
| date copyright | January 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000133.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56660 | |
| description abstract | The increased failure potential of aging U.S. highway bridges and their susceptibility to damage during extreme events necessitates the development of efficient reliability assessment tools to prioritize maintenance and rehabilitation interventions. Reliability communication tools become even more important when considering complex phenomena such as soil liquefaction under seismic hazards. Currently, two approaches are widely used for bridge reliability estimation under soil failure conditions via fragility curves: liquefaction multipliers and full-scale two- or three-dimensional bridge-soil-foundation models. This paper offers a computationally economical yet adequate approach that links nonlinear finite-element models of a three-dimensional bridge system with a two-dimensional soil domain and a one-dimensional set of | |
| publisher | American Society of Civil Engineers | |
| title | Efficient Longitudinal Seismic Fragility Assessment of a Multispan Continuous Steel Bridge on Liquefiable Soils | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 1 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000131 | |
| tree | Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 001 | |
| contenttype | Fulltext | |
