This study proposes a flood fragility analysis of bridges for considering debris impacts. The reliability analysis is conducted using the first-order reliability method (FORM) with an finite element model of a bridge column built in ABAQUS. A fragility curve of the bridge column is obtained based on the procedure described in this study.

• 김현준(울산과학기술원 도시환경공학부, 박사과정) | Kim, Hyunjun
• 라젠드라 프라삿(울산과학기술원 도시환경공학부, 연구원) | Palanisamy, Rajendra Prasath
• 심성한(울산과학기술원 도시환경공학부 교수, 공학박사) | Sim, Sung-Han 교신저자