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Damping Estimation from Seismic Records
A review of the commonly used viscous model for damping is presented as well as of expressions recently developed for the expected value of the first mode damping ratio of soil-structure systems. The statistical expressions show that the parameter that is best correlated with damping in steel and concrete buildings is building height while in wood and masonry structures it is the spectral acceleration at the fundamental period. The paper illustrates that the high variance with which damping ratios are typically identified (compared to frequencies) is the result of low Fisher information in the (relatively short) seismic response transients.
Damping Estimation from Seismic Records
A review of the commonly used viscous model for damping is presented as well as of expressions recently developed for the expected value of the first mode damping ratio of soil-structure systems. The statistical expressions show that the parameter that is best correlated with damping in steel and concrete buildings is building height while in wood and masonry structures it is the spectral acceleration at the fundamental period. The paper illustrates that the high variance with which damping ratios are typically identified (compared to frequencies) is the result of low Fisher information in the (relatively short) seismic response transients.
Damping Estimation from Seismic Records
Geotechnical, Geological
Taucer, Fabio (Herausgeber:in) / Apostolska, Roberta (Herausgeber:in) / Bernal, Dionisio (Autor:in)
19.04.2015
15 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Mode Shape , Seismic Response , Fisher Information , Earthquake Engineering , Spectral Acceleration Engineering , Geoengineering, Foundations, Hydraulics , Solid Mechanics , Geotechnical Engineering & Applied Earth Sciences , Vibration, Dynamical Systems, Control , Database Management , Earth and Environmental Science
Damping Estimation from Seismic Records
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