Effectiveness of single and multiple tuned mass damper in seismic response reduction of RCC Framed Building

Effectiveness of single and multiple tuned mass damper in seismic response reduction of RCC Framed Building | 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 Effectiveness of single and multiple tuned mass damper in seismic response reduction of RCC Framed Building Kamlesh Gupta, Dr. Juned Raheem This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-4641213/v1 This work is licensed under a CC BY 4.0 License Status: Under Review Version 1 posted 3 You are reading this latest preprint version Abstract Seismic response reduction of RCC frames is emerging field of interests among researchers. Among these, the use of tuned mass damper (TMD) as energy dissipater of base excitation employs promising role. Previous studies and practical implementation have shown the effectiveness of TMD in seismic response reduction in steel structure. However, research gaps exited on effectiveness of various types TMDs such as spatially distributed at floor level, vertically distributed at building level on RCC frame structure. In this study, high rise structure is designed in ETABS using Indian Standards and is analysed for dynamic responses. Optimised parameter of all TMDs were obtained from previous studies, and tuning of TMDs was done as per modal analysis results obtained on base structure. Total eight modelled were prepared and harmonic as well as Linear time history analysis is conducted in horizontal directions for ElCentro, North Ridge and Loma-Prieta, and responses of structures are obtained in terms of reduction in base shear, joint acceleration, and joint displacement. In comparison to single TMD, multiple placements of TMD were found to perform better in seismic excitations. It was also concluded that location of TMD at floor level also affects its performance. Tuned mass damper Spatially distributed tuned mass damper Dynamic Analysis seismic response reduction energy dissipation Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Under Review Version 1 posted Editor assigned by journal 29 Jun, 2024 Submission checks completed at journal 26 Jun, 2024 First submitted to journal 26 Jun, 2024 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. 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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-4641213","acceptedTermsAndConditions":true,"allowDirectSubmit":false,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":320463908,"identity":"13c66f2c-df09-4460-a87c-2df34fd807e3","order_by":0,"name":"Kamlesh Gupta","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAA7ElEQVRIiWNgGAWjYDACHiB+wMCQwM/efADIlJAhTksCEEn2HEsAaeEhXovBDR8DGB8/kPc5/HRDQkVdHsMNns+vbtRY8DCwHz66AZ8Ww7NtZjcSzhwuZpzdu8065xjQYTxpaTfwaulnMLuR2HYgsVnm7DbjHDagFgkeMwJa2L/dSPxXl9gmkfPMOOcfEVrkeXuAtjQwJ/ZI5DA/zm0jQosBz5myGwnHDifO4DlmxpzbJ8HDRsgv8j3p2258qKlL3H+8+fHnnG91cvzsh4/ht+UAgs0mASbxKQfb0oBgM38gpHoUjIJRMApGJgAAmQ9PFHvWUSIAAAAASUVORK5CYII=","orcid":"","institution":"Maulana Azad National Institute of Technology","correspondingAuthor":true,"prefix":"","firstName":"Kamlesh","middleName":"","lastName":"Gupta","suffix":""},{"id":320463909,"identity":"e53b7d9e-00e7-4a7c-9652-8b0674b286e5","order_by":1,"name":"Dr. Juned Raheem","email":"","orcid":"","institution":"Maulana Azad National Institute of Technology","correspondingAuthor":false,"prefix":"Dr.","firstName":"Juned","middleName":"","lastName":"Raheem","suffix":""}],"badges":[],"createdAt":"2024-06-26 08:40:36","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-4641213/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-4641213/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":60645048,"identity":"97f80d90-f551-4f32-8f45-e63b338dbd61","added_by":"auto","created_at":"2024-07-19 04:43:31","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":2906228,"visible":true,"origin":"","legend":"","description":"","filename":"ResearchPaperKamleshGupta.pdf","url":"https://assets-eu.researchsquare.com/files/rs-4641213/v1_covered_2d23a004-bb37-45a8-88e8-89b0e8f8233e.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"Effectiveness of single and multiple tuned mass damper in seismic response reduction of RCC Framed Building","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":false,"hideJournal":false,"highlight":"","institution":"","isAcceptedByJournal":false,"isAuthorSuppliedPdf":true,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":true,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"[email protected]","identity":"asian-journal-of-civil-engineering","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":false,"externalIdentity":"","sideBox":"Learn more about [Asian Journal of Civil Engineering](https://www.springer.com/journal/42107)","snPcode":"42107","submissionUrl":"https://submission.nature.com/new-submission/42107/3","title":"Asian Journal of Civil Engineering","twitterHandle":"","acdcEnabled":true,"dfaEnabled":true,"editorialSystem":"stoa","reportingPortfolio":"Springer Hybrid","inReviewEnabled":true,"inReviewRevisionsEnabled":false},"keywords":"Tuned mass damper, Spatially distributed tuned mass damper, Dynamic Analysis, seismic response reduction, energy dissipation","lastPublishedDoi":"10.21203/rs.3.rs-4641213/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-4641213/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eSeismic response reduction of RCC frames is emerging field of interests among researchers. 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