Strain-threshold- and frequency-dependent seismic simulation of nonlinear soils-中国期刊网

摘要 Aone-dimensionalequivalentlinearmethod(EQL)iswidelyusedinestimatingseismicgroundresponse.Forthismethod,theshearmodulusanddampingratioofinelasticsoilaresupposedtobefrequencyindependent.However,historicalearthquakerecordsandlaboratorytestresultsindicatethatnonlinearsoilbehaviorisfrequencydependent.Severalfrequency-dependentequivalentlinearmethods(FDEQL)relatedtotheFourieramplitudeofshearstraintimehistoryhavebeendevelopedtotakeintoaccountthefrequency-dependentsoilbehavior.Furthermore,theshearstrainthresholdplaysanimportantroleinsoilbehavior.Forshearstrainsbelowtheelasticshearstrainthreshold,soilbehavesessentiallyasalinearelasticmaterial.Toconsidertheeffectofelastic-shear-strain-thresholdandfrequency-dependentsoilbehavioronwavepropagation,theshear-strain-threshold-andfrequency-dependentequivalentlinearmethod(TFDEQL)isproposed.AseriesofanalysesisimplementedforEQL,FDEQL,andTFDEQLmethods.Resultsshowthatelastic-shear-strain-thresholdandfrequency-dependentsoilbehaviorplaysagreatinfluenceonthecomputedsiteresponse,especiallyforthehighfrequencyband.Also,theeffectofelastic-strain-thresholdandfrequency-dependentsoilbehavioronthesiteresponseisanalyzedfromrelativelyweaktostronginputmotion,andresultsshowthattheeffectismorepronouncedasinputmotiongoesfromweaktostrong.

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Strain-threshold- and frequency-dependent seismic simulation of nonlinear soils

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Strain-threshold- and frequency-dependent seismic simulation of nonlinear soils

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