橡胶-土混合料地基隔震对建筑物的抗震保护

IF 0.5 Q4 ENGINEERING, GEOLOGICAL International Journal of Geotechnical Earthquake Engineering Pub Date : 2018-01-01 DOI:10.4018/IJGEE.2018010106
R. P. Nanda, S. Dutta, H. Khan, S. Majumder
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引用次数: 21

摘要

Thisarticleproposesapromisingseismicisolationmethodespeciallysuitablefordevelopingcountries likeIndia.Thisschemeincludestheuseofarubbersoilmixture.Here,theperformanceofawelldesignedlayerofsandmixedwithshreddedrubberasfoundationisolationisstudiednumerically。ThecomputersoftwareABAQUSCAEhasbeenemployedtomodelthedynamicresponseofsoil structureinthisstudy。Ontheotherhand,theuseofscraptiresastherubbermaterialcanprovidean alternativewaytoconsumethehugestockofscraptireallovertheworld。Moreover,thecostofthe proposedseismicschemecangreatlybenefitlow-costhousesforwhichresourcesandtechnologyare notadequateforearthquakemitigationwithwell-developedyetexpensivetechniques。Theproposed methodhasbeendemonstratedthroughaseriesofnumericalsimulation。Onanaverage,theproposed schemecanreducethehorizontalgroundaccelerationby50%。Aparametricstudyalsohasbeen carriedouthere。关键词阻尼,峰值水平加速度,橡胶-土混合料,隔震,轮胎
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Seismic Protection of Buildings by Rubber-Soil Mixture as Foundation Isolation
Thisarticleproposesapromisingseismicisolationmethodespeciallysuitablefordevelopingcountries likeIndia.Thisschemeincludestheuseofarubbersoilmixture.Here,theperformanceofawelldesignedlayerofsandmixedwithshreddedrubberasfoundationisolationisstudiednumerically. ThecomputersoftwareABAQUSCAEhasbeenemployedtomodelthedynamicresponseofsoil structureinthisstudy.Ontheotherhand,theuseofscraptiresastherubbermaterialcanprovidean alternativewaytoconsumethehugestockofscraptireallovertheworld.Moreover,thecostofthe proposedseismicschemecangreatlybenefitlow-costhousesforwhichresourcesandtechnologyare notadequateforearthquakemitigationwithwell-developedyetexpensivetechniques.Theproposed methodhasbeendemonstratedthroughaseriesofnumericalsimulation.Onanaverage,theproposed schemecanreducethehorizontalgroundaccelerationby50%.Aparametricstudyalsohasbeen carriedouthere. KEywoRdS Damping, Peak Horizontal Acceleration, Rubber-Soil Mixture, Seismic Isolation, Tire
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CiteScore
1.90
自引率
25.00%
发文量
11
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