R. P. Nanda, H. Khan, A. Pal
{"title":"Seismic Retrofitting of Unreinforced Brick Masonry Panels with Glass Fibre Reinforced Polymers","authors":"R. P. Nanda, H. Khan, A. Pal","doi":"10.4018/IJGEE.2017010102","DOIUrl":null,"url":null,"abstract":"Theout-of-planeperformancesofbrickmasonrypanelswithdifferentretrofittingpatternsusingglass fibrereinforcedpolymers(GFRP)havebeenstudiedunderthree-pointloadingtest.Thepanelswere retrofittedononesideandbothsideswithdifferentgeometricconfigurations.Theretrofittedspecimens increasedthefailureloadfrom19.6kN(UR)to79.2kN.Itwasobservedthattheflexuralstrengthof theretrofittedpatternsincreasedfrom31.58%to150%whencomparedtoun-retrofittedspecimens. Also,thebendingmomentoftheretrofittedpanelsincreasedfrom5.94kNmto8.96kNmwhen retrofittedwithoneside,whileitgoesupto14.88kNmwhenretrofittedwithbothsideascompared toun-retrofittedspecimens.Further,italsoobservedthatthepanelwithcrossretrofittingshowed moreefficiencyintermsofflexuralstrength,bendingmoment,stiffnessanddeformationcapacity. KEywoRdS Flexural Strength, GFRP, Masonry Panel, Retrofitting, Three-Point Loading Test","PeriodicalId":42473,"journal":{"name":"International Journal of Geotechnical Earthquake Engineering","volume":"3 1","pages":"28-37"},"PeriodicalIF":0.5000,"publicationDate":"2017-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"19","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Geotechnical Earthquake Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4018/IJGEE.2017010102","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: 19
玻璃纤维增强聚合物无配筋砖砌块抗震加固
Theout-of-planeperformancesofbrickmasonrypanelswithdifferentretrofittingpatternsusingglass fibrereinforcedpolymers(GFRP)havebeenstudiedunderthree-pointloadingtest。Thepanelswere retrofittedononesideandbothsideswithdifferentgeometricconfigurations。Theretrofittedspecimens increasedthefailureloadfrom19.6kN(UR)to79.2kN。Itwasobservedthattheflexuralstrengthof theretrofittedpatternsincreasedfrom31.58%to150%whencomparedtoun-retrofittedspecimens。还有thebendingmomentoftheretrofittedpanelsincreasedfrom5.94kNmto8.96kNmwhen retrofittedwithoneside,whileitgoesupto14.88kNmwhenretrofittedwithbothsideascompared toun-retrofittedspecimens。Further,italsoobservedthatthepanelwithcrossretrofittingshowed moreefficiencyintermsofflexuralstrength,bendingmoment,stiffnessanddeformationcapacity。关键词抗弯强度,玻璃钢,砌体面板,加固,三点荷载试验
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