| contributor author | Masanobu Shinozuka | |
| contributor author | M. Q. Feng | |
| contributor author | Jongheon Lee | |
| contributor author | Toshihiko Naganuma | |
| date accessioned | 2017-05-08T22:39:07Z | |
| date available | 2017-05-08T22:39:07Z | |
| date copyright | December 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9399%282000%29126%3A12%281224%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85124 | |
| description abstract | This paper presents a statistical analysis of structural fragility curves. Both empirical and analytical fragility curves are considered. The empirical fragility curves are developed utilizing bridge damage data obtained from the 1995 Hyogo-ken Nanbu (Kobe) earthquake. The analytical fragility curves are constructed on the basis of the nonlinear dynamic analysis. Two-parameter lognormal distribution functions are used to represent the fragility curves with the parameters estimated by the maximum likelihood method. This paper also presents methods of testing the goodness of fit of the fragility curves and estimating the confidence intervals of the two parameters (median and log-standard deviation) of the distribution. An analytical interpretation of randomness and uncertainty associated with the median is provided. | |
| publisher | American Society of Civil Engineers | |
| title | Statistical Analysis of Fragility Curves | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 12 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2000)126:12(1224) | |
| tree | Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 012 | |
| contenttype | Fulltext | |
