Z. Harichane, M. Guellil, H. Gadouri
{"title":"Benefits of Probabilistic Soil-Foundation-Structure Interaction Analysis","authors":"Z. Harichane, M. Guellil, H. Gadouri","doi":"10.4018/IJGEE.2018010103","DOIUrl":null,"url":null,"abstract":"The present article highlights the beneficial effect of considering soil and structure parameters uncertaintiesonthesoil-structureresponse.Theimpedancefunctionsofacircularfoundationresting onarandomsoillayeroverahomogeneoushalf-spacewereobtainedbyusingconemodels.The obtainedresultsshowedthattherandomnessofthelayer’sthicknessandtheshearwavevelocity significantlyaffectedthemeanspringcoefficientswherebycoefficientsofvariation(COV)of10%and 20%intheseparametersreducedthemeanspringcoefficientsabout32%and40%,respectively,forthe horizontalmotionandabout12.5%and25%,respectively,fortherockingmotion.Thesensitivityofthe meanstructuralresponsetotherandomnesseffectwasobtainedtobemorepronouncedtostructural parameters than to soilparameters. In addition,20%COV inboth soil and structureparameters reducedthemeanstructuralresponseabout39%,translatedbyanincreaseinthedampingofthe coupledsystemwhichmaybeconsideredasabeneficialeffectfromcodeprovisionspointofview. KEywoRdS Cone Model, Impedance Function, MCSs, Randomness, Structural Distortion","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"43 1","pages":"42-64"},"PeriodicalIF":0.5000,"publicationDate":"2018-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Geotechnical Earthquake Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4018/IJGEE.2018010103","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 3
概率土-基础-结构相互作用分析的好处
这篇文章强调了考虑土壤和结构参数的有益效果uncertaintiesonthesoil-structureresponse。Theimpedancefunctionsofacircularfoundationresting onarandomsoillayeroverahomogeneoushalf-spacewereobtainedbyusingconemodels。The obtainedresultsshowedthattherandomnessofthelayer 'sthicknessandtheshearwavevelocity significantlyaffectedthemeanspringcoefficientswherebycoefficientsofvariation(新冠病毒)of10%and 20%intheseparametersreducedthemeanspringcoefficientsabout32%and40%、respectively、forthe horizontalmotionandabout12.5%and25%、respectively、fortherockingmotion。Thesensitivityofthe meanstructuralresponsetotherandomnesseffectwasobtainedtobemorepronouncedtostructural参数> > > > soilparameters。此外,20%COV inboth soil和structureparameters reducedthemeanstructuralresponseabout39%,translatedbyanincreaseinthedampingofthe coupledsystemwhichmaybeconsideredasabeneficialeffectfromcodeprovisionspointofview。关键词:锥模型,阻抗函数,mcs,随机性,结构畸变
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