Modal identification of structures from ambient vibration, free vibration and seismic response data via a subspace approach.

This work presents a unified procedure for determining the natural frequencies, modal damping ratios and modal shapes of a structure from its ambient vibration, free vibration and earthquake response data. To evaluate the coefficient matrices of a state space model, the proposed procedure applies a...

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গ্রন্থ-পঞ্জীর বিবরন
প্রকাশিত:Earthquake engineering & structural dynamics. 30, 12 (2001).
প্রধান লেখক: Huang, C.S
বিন্যাস: প্রবন্ধ
ভাষা:English
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