摘要
Casestudiesarepresentedfortwoconcretelinedchannelsshakenbystronggroundmotionsduringthe1994Northridgeearthquake,thehighspeedchannel(HSC)andbypasschannel(BC),ontheLosAngelesDepartmentofWaterandPower'sVanNormanComplex.Performancesofthesetwochannelsastheypassthroughdifferentsubsurfacematerialsidentifyseveralimportantseismicaspectsandthecriticalroleofgeotechnicalearthquakeengineeringinassessingchannelbehaviors.Preliminaryevaluationsusingdetailedmappingofchannelcracks,permanentgroundmovements,subsurfaceprofiles,andnearbystronggroundmotionrecordingsfromthe1994earthquakeshowthatthechannellinersmayhavebeendamagedfrombothtransientmotionsandpermanentgroundmovements.Damagefrompermanentgrounddeformationsisobviousbyobservation;thereforesimplifiedanalysesarepresentedonlyfortransientmovements.SitespecifictransientresponseanalysesareperformedtoprovideaninitialassessmentofthedifferingeffectsfromtransientandpermanentgroundmovementsonHSCandBClinerdamage.Thesecasestudiesarehelpfulforintroducingthepotentialforlifelinedamagefromtransientmovementswithinzonesofpermanentgroundmovement,aconceptnotwellunderstoodintheearthquakeengineeringcommunity.
出版日期
2010年01月11日（中国期刊网平台首次上网日期，不代表论文的发表时间）
