| dc.contributor.author | Kashizadeh, SeyyedMahdi | |
| dc.contributor.author | Petrone, Floriana | |
| dc.contributor.author | Kunnath, Sashi | |
| dc.date.accessioned | 2026-08-20T21:19:35Z | |
| dc.date.available | 2026-08-20T21:19:35Z | |
| dc.date.copyright | 2025/09/17 | |
| dc.date.issued | 2025 | |
| dc.identifier.other | JBENF2.BEENG-7483.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4314291 | |
| dc.description.abstract | Abstract Existing practice for the design of ordinary bridges is based on a hazard level of
5% in 50 years, corresponding to a return period of approximately 975 years. Extending
this approach to the design of temporary bridges, whose lifespan is ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Performance-Based Design and Hazard-Based Risk of Temporary Bridges with Light-Weight Superstructures in California | |
| dc.type | Journal Article | |
| dc.journal.volume | 30 | |
| dc.journal.issue | 12 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/JBENF2.BEENG-7483 | |
| dc.journal.fristpage | 04025074-1 | |
| dc.journal.lastpage | 04025074-13 | |
| dc.page | 13 | |
| dc.tree | Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012 | |
| dc.contenttype | Fulltext | |
