Inelastic spectra for displacement-based seismic design

B. Borzi; G. M. Calvi; A. S. Elnashai; E. Faccioli; J. J. Bommer

doi:10.1016/S0267-7261(00)00075-0

Inelastic spectra for displacement-based seismic design

B. Borzi, G. M. Calvi, A. S. Elnashai, E. Faccioli, J. J. Bommer

College of Engineering

Research output: Contribution to journal › Article › peer-review

124 Scopus citations

Abstract

In recognition of the emergence of displacement-based seismic design as a potentially more rational approach than force-based techniques, this paper addresses derivation of inelastic displacement spectra and associated topics. A well-constrained earthquake strong-motion dataset is used to derive inelastic displacement spectra, displacement reduction factors and ductility-damping relationships. These are in a format amenable for use in design and assessment of structures with a wide range of response characteristics.

Original language	English (US)
Pages (from-to)	47-61
Number of pages	15
Journal	Soil Dynamics and Earthquake Engineering
Volume	21
Issue number	1
DOIs	https://doi.org/10.1016/S0267-7261(00)00075-0
State	Published - Jan 22 2001

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology
Soil Science

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10.1016/S0267-7261(00)00075-0

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Inelastic spectra for displacement-based seismic design

Abstract

All Science Journal Classification (ASJC) codes

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