@article{oai:nagasaki-u.repo.nii.ac.jp:00009484,
 author = {宮田, 喜生 and 中村, 聖三 and 高橋, 和雄},
 journal = {鋼構造年次論文報告集, Journal of constructional steel},
 month = {Nov},
 note = {Although the allowable stress design method has been used for the design of hightway bridges, introduction of the limit state design method based on the reliability design is required. In the reliability design, a target value of reliability index is used to guarantee a certain level of structural safety. However, the failure probability of a member with the same value of realiability index may be different if the probability distribution of design valuables is defferent. In this study, the failure probability of steel I-girder bridges is calculated using Markov-Chain Monte Carlo Simulation and subset method. And the influence of the probability distribution on the failure probability is evaluated., 鋼構造年次論文報告集, 19, pp.63-68; 2011},
 pages = {63--68},
 title = {鋼I桁橋の破壊確率に対する確率分布の影響に関する検討},
 volume = {19},
 year = {2011}
}