Damping Estimation Using Free Decays and Ambient Vibration Tests
By F. Magalhães, Á. Cunha, E. Caetano, R. Brincker. 2010
274 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/cfb8b4299ced6fa9398a43bfc5714488c14a59bd
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In Civil and Structural Engineering
Citations in the corpus
- Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping (2016, methodology): “In the FDD literature, whatever the examined structural features, only modal damping ratios below 2% are generally treated [18], [16], [17], [19], [38], [20].”