Seismic analysis of a multi storied steel building provided with different types of damper and base isolation

Seismic analysis of a multi storied steel building provided with different types of damper and base isolation | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Research Article Seismic analysis of a multi storied steel building provided with different types of damper and base isolation Aishwarya Yogesh Patil This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-4016707/v1 This work is licensed under a CC BY 4.0 License Status: Posted Version 1 posted You are reading this latest preprint version Abstract This manuscript research presents the design of steel building and analysis of different damper and base isolation systems at various seismic zone for a multi-storied steel framed building (MSSB). Steel buildings are easy to build and gives more strength, also after demolish there are scrap value so ties more economical. Base isolation provides structural safety and also safety and security for people and properties in the building. Base isolation is also used for the retrofit of the historic buildings. In the present manuscript work done on, Seismic analysis of G+10 multi storied steel building with and without dampers (viscous damper and friction damper) and base isolation system (friction isolation and lead plug bearing). In this types of seismic provision which one is more suitable according to seismic zone for stabilization of steel building analyzed. In this work used seismic zone II, zone III, zone IV and zone V by using ETABs software analysis carried out. Found the optimum damper and base isolation combination effect in the steel building and analysis result of responses (viz. storey drift, storey displacement, base shear). Structural Biology Literature Analysis Civil Engineering Steel frame MSSB Damper Base isolation ETABs Full Text Additional Declarations The authors declare no competing interests. Cite Share Download PDF Status: Posted Version 1 posted You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. Also discoverable on Platform About Our Team In Review Editorial Policies Advisory Board Help Center Resources Author Services Accessibility API Access RSS feed Manage Cookie Preferences © Research Square 2026 | ISSN 2693-5015 (online) Privacy Policy Terms of Service Do Not Sell My Personal Information {"props":{"pageProps":{"initialData":{"identity":"rs-4016707","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":276491742,"identity":"81694103-a331-4c0a-aaf7-cdcb6213aac7","order_by":0,"name":"Aishwarya Yogesh Patil","email":"data:image/png;base64,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","orcid":"","institution":"Rajarambapu Institute of Technology, Sakarale","correspondingAuthor":true,"prefix":"","firstName":"Aishwarya","middleName":"Yogesh","lastName":"Patil","suffix":""}],"badges":[],"createdAt":"2024-03-05 11:14:38","currentVersionCode":1,"declarations":{"humanSubjects":true,"vertebrateSubjects":false,"conflictsOfInterestStatement":false,"humanSubjectEthicalGuidelines":true,"humanSubjectConsent":true,"humanSubjectClinicalTrial":true,"humanSubjectCaseReport":false,"vertebrateSubjectEthicalGuidelines":false},"doi":"10.21203/rs.3.rs-4016707/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-4016707/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":52106419,"identity":"1fdfd744-a533-4d68-ae9c-fd41f3f64d13","added_by":"auto","created_at":"2024-03-06 19:39:07","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":792651,"visible":true,"origin":"","legend":"","description":"","filename":"Asianjournalpaper.pdf","url":"https://assets-eu.researchsquare.com/files/rs-4016707/v1_covered_35947a91-bd4e-4f7b-b5a1-fe01af00b244.pdf"}],"financialInterests":"The authors declare no competing interests.","formattedTitle":"\u003cp\u003e\u003cstrong\u003eSeismic analysis of a multi storied steel building provided with different types of damper and base isolation\u003c/strong\u003e\u003c/p\u003e","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":true,"hideJournal":true,"highlight":"","institution":"Rajarambapu Institurte of Techology","isAcceptedByJournal":false,"isAuthorSuppliedPdf":true,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":true,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true},"keywords":"Steel frame, MSSB, Damper, Base isolation, ETABs","lastPublishedDoi":"10.21203/rs.3.rs-4016707/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-4016707/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eThis manuscript research presents the design of steel building and analysis of different damper and base isolation systems at various seismic zone for a multi-storied steel framed building (MSSB). 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