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Inelastic earthquake spectra
Author(s) -
Elghadamsi F. E.,
Mohraz B.
Publication year - 1987
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.4290150107
Subject(s) - spectral line , displacement (psychology) , alluvium , structural engineering , yield (engineering) , ductility (earth science) , seismic analysis , acceleration , geology , physics , materials science , engineering , classical mechanics , composite material , psychology , creep , astronomy , geomorphology , psychotherapist
This paper presents a procedure for computing inelastic design spectra in terms of yield displacement. The procedure results in substantial computational savings as compared to the current procedures for computing the inelastic spectra in terms of displacement ductility. The proposed method is used to obtain inelastic design spectra for alluvium and rock. The results for alluvium are compared to those from the Newmark and Hall, 10 Riddell and Newmark 12 and Lai and Biggs 4 studies. The findings indicate that for given ductility and frequency one may de‐amplify the elastic response or reduce the elastic forces more for a structure on rock than for a structure on alluvium. A technique is presented so that the inelastic design spectrum can be scaled to any desired yield displacement and acceleration. An example is presented to illustrate how the proposed inelastic spectra can be used to compute the required ductility for a given system.