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分舱板结构对筒型基础的抗震性能影响分析 Introduction Caissonfoundations,orcylindricalfoundations,arewidelyusedincivilengineeringstructuresinareaswithsoftorweakgeologicalconditions,suchasseasideareasandlowlands.However,theseismicperformanceofthistypeoffoundationisaconcern,especiallyinregionswithfrequentearthquakes.Toimprovetheseismicperformanceofcylindricalfoundations,variousmethodshavebeenexplored,includingtheuseofpartitionwallstostrengthenthefoundation. Partitionwalls,alsocalleddiaphragmwallsorbaffles,arestructuralelementsthatdividethecylindricalfoundationintoseveralcompartments.Partitionwallscanenhancethefoundation'sstrengthandimproveitsseismicperformancebyreducingtheamplitudeandfrequencyoffoundationsoilmovementduringanearthquake.Therefore,thispaperaimstoanalyzetheimpactofpartitionwallsontheseismicperformanceofcylindricalfoundations. StructuralCharacteristicsofCylindricalFoundations Cylindricalfoundationsarecommonlyusedinoffshorestructuresandbridgesduetotheirhighbearingcapacity,stability,andeaseofconstruction.Thisfoundationtypehasacylindricalshapeandarelativelylargediametercomparedtoitsheight.Theshaftofthefoundationisusuallydrilledintothegroundtoadepththatensuressufficientbearingcapacity.Thetopofthecylindricalfoundationisflat,andthediameterofthetopsurfaceistypicallylargerthanthatoftheshaft.Thetransitionbetweentheshaftandthetopistypicallyaconicalsection. Oneofthedisadvantagesofcylindricalfoundationsisthattheyhavealowresistancetoseismicforcesduetotheirrelativelylargediameter.Duringanearthquake,thefoundationmayexperiencelateraldeformationsandoverturningmomentsduetothesoil'smovements,whichcancausedamageandevencollapseofthestructure.Therefore,improvingthefoundation'sseismicperformancehasbecomearesearchfocusinrecentyears. StructuralCharacteristicsofPartitionWalls Partitionwallsaredesignedtodividethecylindricalfoundationintoseveralcompartmentstoenhancestability,increaseloadcapacity,andimproveseismicperformance.Partitionwallscanbemadeofreinforcedconcrete,steel,orcompositematerials.Theyarecom

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