S. Kumar, A. Dey, A. Krishna
{"title":"场地特定动力土壤特性对地震地面反应研究的重要性:地面反应分析","authors":"S. Kumar, A. Dey, A. Krishna","doi":"10.4018/IJGEE.2018010105","DOIUrl":null,"url":null,"abstract":"Thisarticlehighlightstheimplicationofsite-specificpropertiesonseismicgroundresponsestudies. One-dimensional equivalent linear ground response analysis was carried out using site-specific dynamicpropertiesoflocallyavailablesoilsofGuwahaticity,andtheresultsarecomparedwith thoseobtainedusingexistingstrain-dependentdynamicproperties.Accelerationtimehistoriesfrom threestrongmotionswereused.Itwasobservedthataninputmotionhavingahigherpeakbedrock acceleration,utilizingexperimentallyobtaineddynamicsoilproperties,exhibits38%and24%lower peakgroundaccelerationandpeakspectralacceleration,respectively,incomparisontotheresults obtainedusingstandardVD-SIsoilmodels.Theamplificationcharacteristicsofthestrongmotions areobservedtobesignificantlyinfluencedbythedegradationofdampingratiobeyond1%shear strain.TheresultshighlightthenecessityofconductingGRAofanyregionconsideringitsregional dynamicsoilpropertiestoobtainmorerealisticoutcomes. KEywoRDS 1-D Equivalent Linear GRA, Damping Characteristics, DEEPSOIL, Ground Response Contours, Site-Specific Dynamic Soil Properties, Strong Ground Motions","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"22 1","pages":"78-98"},"PeriodicalIF":0.5000,"publicationDate":"2018-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"17","resultStr":"{\"title\":\"Importance of Site-Specific Dynamic Soil Properties for Seismic Ground Response Studies: Ground Response Analysis\",\"authors\":\"S. Kumar, A. Dey, A. Krishna\",\"doi\":\"10.4018/IJGEE.2018010105\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Thisarticlehighlightstheimplicationofsite-specificpropertiesonseismicgroundresponsestudies. One-dimensional equivalent linear ground response analysis was carried out using site-specific dynamicpropertiesoflocallyavailablesoilsofGuwahaticity,andtheresultsarecomparedwith thoseobtainedusingexistingstrain-dependentdynamicproperties.Accelerationtimehistoriesfrom threestrongmotionswereused.Itwasobservedthataninputmotionhavingahigherpeakbedrock acceleration,utilizingexperimentallyobtaineddynamicsoilproperties,exhibits38%and24%lower peakgroundaccelerationandpeakspectralacceleration,respectively,incomparisontotheresults obtainedusingstandardVD-SIsoilmodels.Theamplificationcharacteristicsofthestrongmotions areobservedtobesignificantlyinfluencedbythedegradationofdampingratiobeyond1%shear strain.TheresultshighlightthenecessityofconductingGRAofanyregionconsideringitsregional dynamicsoilpropertiestoobtainmorerealisticoutcomes. KEywoRDS 1-D Equivalent Linear GRA, Damping Characteristics, DEEPSOIL, Ground Response Contours, Site-Specific Dynamic Soil Properties, Strong Ground Motions\",\"PeriodicalId\":42473,\"journal\":{\"name\":\"International Journal of Geotechnical Earthquake Engineering\",\"volume\":\"22 1\",\"pages\":\"78-98\"},\"PeriodicalIF\":0.5000,\"publicationDate\":\"2018-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"17\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Geotechnical Earthquake Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.4018/IJGEE.2018010105\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Geotechnical Earthquake Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4018/IJGEE.2018010105","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: 17
Importance of Site-Specific Dynamic Soil Properties for Seismic Ground Response Studies: Ground Response Analysis
Thisarticlehighlightstheimplicationofsite-specificpropertiesonseismicgroundresponsestudies. One-dimensional equivalent linear ground response analysis was carried out using site-specific dynamicpropertiesoflocallyavailablesoilsofGuwahaticity,andtheresultsarecomparedwith thoseobtainedusingexistingstrain-dependentdynamicproperties.Accelerationtimehistoriesfrom threestrongmotionswereused.Itwasobservedthataninputmotionhavingahigherpeakbedrock acceleration,utilizingexperimentallyobtaineddynamicsoilproperties,exhibits38%and24%lower peakgroundaccelerationandpeakspectralacceleration,respectively,incomparisontotheresults obtainedusingstandardVD-SIsoilmodels.Theamplificationcharacteristicsofthestrongmotions areobservedtobesignificantlyinfluencedbythedegradationofdampingratiobeyond1%shear strain.TheresultshighlightthenecessityofconductingGRAofanyregionconsideringitsregional dynamicsoilpropertiestoobtainmorerealisticoutcomes. KEywoRDS 1-D Equivalent Linear GRA, Damping Characteristics, DEEPSOIL, Ground Response Contours, Site-Specific Dynamic Soil Properties, Strong Ground Motions