In this study, we conducted Life-Cycle Reliability Analysis Classified by Structure Movements in Removal PSC Beam Bridge. in short, we secured experimental values of bridge design factor and perform a detailed behavior analysis of structure system. finally, we could accomplish an Life-Cycle Reliability Analysis with considering of an environmental factor and variability of loading.
We defined limit state function by statistical method (Response Surface Method, RSM) and calculated confidence indicator and Probability of Failure using reliability interpretation technique(FORM). eventually, we could compute Performance Profile and compare deterioration form according to time history by structure movements.

• 이원우(고려대학교 구조해석연구실 박사과정) | Lee, Won Woo
• 이강호(고려대학교 구조해석연구실 석사과정) | Lee, Kang Ho
• 공정식(고려대학교 건축사회환경공학과 교수) | Kong, Jung Sik
• 전용형(서울특별시 도로시설관리과 과장) | Jeon, Yong Hyung
• 박승주(서울특별시 도로시설관리과 주무관) | Park, Seung Joo