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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on CD, section: [RS07] Geotechnical earthquake engineering .:
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COMPARISON OF 1D EQUIVALENT-LINEAR AND NONLINEAR SEISMIC SITE RESPONSES IN DEEP SEDIMENT LAYERS
Jiao, Zhu
;
Kai, Zhao
A reasonable description of soil hysteretic constitutive relation has a significant impact on the evaluation of design ground motion parameters. These parameters play an [...]
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