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

IF 0.5 Q4 ENGINEERING, GEOLOGICAL
S. Kumar, A. Dey, A. Krishna
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引用次数: 17

摘要

Thisarticlehighlightstheimplicationofsite-specificpropertiesonseismicgroundresponsestudies。使用特定站点dynamicpropertiesoflocallyavailablesoilsofGuwahaticity,andtheresultsarecomparedwith thoseobtainedusingexistingstrain-dependentdynamicproperties进行了一维等效线性接地响应分析。Accelerationtimehistoriesfrom threestrongmotionswereused。Itwasobservedthataninputmotionhavingahigherpeakbedrock加速度,utilizingexperimentallyobtaineddynamicsoilproperties,exhibits38%and24%lower peakgroundaccelerationandpeakspectralacceleration,respectively,incomparisontotheresults obtainedusingstandardVD-SIsoilmodels。Theamplificationcharacteristicsofthestrongmotions areobservedtobesignificantlyinfluencedbythedegradationofdampingratiobeyond1%shear strain。TheresultshighlightthenecessityofconductingGRAofanyregionconsideringitsregional dynamicsoilpropertiestoobtainmorerealisticoutcomes。关键词一维等效线性GRA,阻尼特性,深土,地面响应轮廓,场地特定动力土壤特性,强地震动
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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
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来源期刊
CiteScore
1.90
自引率
25.00%
发文量
11
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