Damage identification method using harmonic excitation force considering both modelling and measurement errors.

A method of structural damage identification using harmonic excitation force is presented. It considers the effects of both measurement and modelling errors in the baseline finite element model. Damage that accompanies changes in structural parameters can be estimated for a damaged structure from th...

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Xuất bản năm:	Earthquake engineering & structural dynamics. 34, 10 (2005).
Tác giả chính:	Furukawa, Aiko
Định dạng:	Bài viết
Ngôn ngữ:	English
Những chủ đề:	Structural damage identification. Harmonic excitation. Frequency response function. Modelling errors. Measurement errors. Bootstrap hypothesis testing.