System identification of bridges with nonlinear foundations

Jhy Pyng Tang, Thung Ming Fang

研究成果: 雜誌貢獻期刊論文同行評審

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???
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
12
發行號1
DOIs
出版狀態已出版 - 1月 1989

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