@article{oai:nagoya.repo.nii.ac.jp:00006803,
 author = {北原, 武嗣 and Kitahara, Takeshi and 伊藤, 義人 and Itoh, Yoshito},
 journal = {構造工学論文集},
 month = {Mar},
 note = {Recently, the performance-based design has been accepting as seismic design method. International Organization for Standardization (ISO)has constructed the general principals for design method of structures. The design method is based on reliability design. Moreover, the importance of seismic performance check by dynamic analyses has been increasing after the disaster due to the Hyogo-ken Nanbu Earthquake in 1995. Therefore, it is very important to investigate the influence of uncertainty of structural properties on non-linear dynamic behaviors of structures. In this study, dynamic analyses of steel bridge piers with simulated waves were performed considering the variation of structural properties. Consequently, we proposed the estimation equation for the maximum response displacement considering the variation dependent on uncertainty of structural properties.},
 pages = {767--777},
 title = {構造特性の不確実性を考慮した鋼製橋脚の耐震信頼性評価},
 volume = {48A},
 year = {2002}
}