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Soil Dynamics and Earthquake Engineering, Vol. 21, No. 1. (January 2001), pp. 47-61, doi:10.1016/s0267-7261(00)00075-0 Key: citeulike:11346345
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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.
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