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PostPosted: Sun 4:40, 08 May 2011    Post subject: abercrombie outlet Large-scale transmission tower

,Abercrombie France
Large-scale transmission tower seismic response analysis of non- stationary random


67f9 (1) :86-975HammondJK. Ontheresponseofsingleandmulti-degreeoffreedomsystemstonon-stationaryran-domexcitation. JournalofSoundandVibration, 1978l (6) :393-4166 side project with the random vibration . Beijing National Defence Industry Publishing hanging ,abercrombie outlet, 19957JiahsoLin, WenshouZhangPseudo-excitationalgorithmfornon-stationaryrandomseismicrespons-es. EngineeringStructures, 1994I16 (4) £ 27O a 276AnalysisofNon - StationaryRandomSeismicResponsesofaLargeTransmissionTowerShiShaoqing (Dept.ofArchiteeureandCivilEngr.,hollister, ChongqingLogisticalEngr.UniversityChongqing,imagenes ed hardy, 400041) diangdiesheng (InstituteofVibration.NorthwestPolytechnicUniversityXian, 710072) AbStractAnefficientanalysisoftheiion-stationaryrandomseismicresponseoflargetransmissiontower-sispresented. Thestructureisdlscretizedbythefinitee] ementmethodforgettingthetime-invariantmassandstiffnessmatrices. Intheanalysis, itisa ~ sumedthatthestruetueepossessclassicaldampingpropertiesandthenormalmodemethodisapplied. BasedonPriestleysevolutionaryspectrumtheory. theevolution-aryspectraandthetime. . variantcros ~. . correlationfunctionoftherespOnseforthestructuresubjectedtonon-stationaryrandomseismicexcitationareinvestlgated. Thenon-stationaryrandomseismicexcitatio; * isrepresentedbytheproductofastationaryrandomprocesswithzeromeanandadeterministicenvelopefunctionoftime. Thenumericalexamplesshowthatthenon-stationaryresponseofstructureisaffectedsignificantlybythesoiltypesanddifferentparametersofmodulationfunction,abercrombie milano, Keywordstnonstationaryrandomvibration} finiteelementmethod} transmissiontower} evolutionaryspectrum ~ analysisofseismicresponse first author Dan Shaoqing Male , Doctor. March 1966 students.

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