摘要
In the present study, the nonparametric method of system identification proposed by Masri et al. has been used to treat simulated earthquake response data of a bridge with nonlinear foundations. It is found that the method is promising for estimation of functions which represent the dynamic characteristics of bridges and provides a sound basis for study of the safety assessment of a bridge by using earthquake response data of the bridge.
原文 | ???core.languages.en_GB??? |
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頁(從 - 到) | 91-100 |
頁數 | 10 |
期刊 | Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Series A/Chung-kuo Kung Ch'eng Hsuch K'an |
卷 | 12 |
發行號 | 1 |
DOIs | |
出版狀態 | 已出版 - 1月 1989 |