Journal of the Korea institute for structural maintenance and inspection (한국구조물진단유지관리공학회 논문집)
- Volume 3 Issue 4
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- Pages.155-162
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- 1999
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- 2234-6937(pISSN)
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- 2287-6979(eISSN)
Analytical Fragility Curves for Bridge
교량의 해석적 손상도 곡선
Abstract
This paper presents a generation of analytical fragility curves for bridge. The analytical fragility curves are constructed on the basis of nonlinear dynamic analysis. Two-parameter lognormal distribution functions are used to represent the fragility curves with the parameters estimated by the maximum likelihood method. To demonstrate the development of analytical fragility curves, two of representative bridges with a precast prestressed continuous deck in the Memphis. Tennessee area are used.