Vibration tests and damage detection of P/C bridges

J. P. Tang, K. M. Leu

研究成果: 書貢獻/報告類型會議論文篇章同行評審

2 引文 斯高帕斯(Scopus)

摘要

A three-span countryside P/C bridge has been found to have excessive deflections in two of the three spans. It is reported that the prestresses in tendons of two girders of different spans are lower than design values after investigations. The objectives of the present studies are (a) to prove that the change of dynamic characteristics of a bridge can be used as index for damage detection and (b) to study the possibility of application of system identification in defining damage quantitatively. It is found that the change of mode shapes can be used as an index for damage detection. In addition, the technique of system identification can define the damaged member in the P/C bridge successfully and quantitatively.

原文???core.languages.en_GB???
主出版物標題Proc ICOSSAR 89 5th Int Conf Struct Saf Reliab
發行者Publ by ASCE
頁面2263-2266
頁數4
ISBN(列印)0872627438
出版狀態已出版 - 1989
事件Proceedings of ICOSSAR '89, the 5th International Conference on Structural Safety and Reliability, Part III - San Francisco, CA, USA
持續時間: 7 8月 198911 8月 1989

出版系列

名字Proc ICOSSAR 89 5th Int Conf Struct Saf Reliab

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???event.eventtypes.event.conference???Proceedings of ICOSSAR '89, the 5th International Conference on Structural Safety and Reliability, Part III
城市San Francisco, CA, USA
期間7/08/8911/08/89

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