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• W2023273756 abstract "The design seismic base shear was obtained from the spectral elastic acceleration Sa divided by a system behavior factor R, accounting for ductility and overstrength. The behavior factor is currently taken as a constant for a given type of structures in various codes regardless of structural periods. In fact, the behavior factor is also a spectrum varying with the natural periods of structures. In order to understand the relationship between the spectral values and the corresponding characteristic periods in these two spectra, Sa and Rμ, this article carries out an investigation into the characteristic periods of 370 seismic ground motions from 4 site types. It is found that the periods Tga at which the peak values appear in the Sa spectra are much less than the periods T gR at which the Rμ spectra take a maximum value. Two characteristic periods are necessary to determine the seismic action if a more elaborate procedure is required in practice. Statistical study on these two periods is carried out for th..." @default.
• W2023273756 created "2016-06-24" @default.
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• W2023273756 date "2009-05-04" @default.
• W2023273756 modified "2023-09-23" @default.
• W2023273756 title "An Investigation of Characteristic Periods of Seismic Ground Motions" @default.
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• W2023273756 doi "https://doi.org/10.1080/13632460902864615" @default.
• W2023273756 hasPublicationYear "2009" @default.
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