Applicability and Optimization of Viscous Dampers on Rc Frame Structure Against Seismic Loading

Applicability and Optimization of Viscous Dampers on Rc Frame Structure Against Seismic Loading | 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 Applicability and Optimization of Viscous Dampers on Rc Frame Structure Against Seismic Loading Chandan M, Bhagyashri P, Chethan K, Achutha Herur Gopalaiah. This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-3877773/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 In the present, the design and construction of high rise buildings against lateral loading are often equipped with suitable isolation techniques and use of dampers to terminate excess amount of responses in the building. The use of such techniques on the existing buildings is found to be effective in their performance. In this paper buildings of varying height with the different configurations based on the location and number of damper are modelled for the seismic analysis (response spectrum analysis). The results have shown that it is not only the number of dampers but also the position of dampers that contributes in the response reduction. Maxwell model FEA analysis 3D RC Frame response spectrum Full Text Additional Declarations No competing interests reported. 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-3877773","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":268388291,"identity":"f6173e3f-ed55-49de-b289-06f711808cb9","order_by":0,"name":"Chandan M","email":"","orcid":"","institution":"DGC Engineering Pvt Ltd","correspondingAuthor":false,"prefix":"","firstName":"Chandan","middleName":"","lastName":"M","suffix":""},{"id":268388292,"identity":"6454f722-2332-4438-8b98-1fd514af5ca5","order_by":1,"name":"Bhagyashri P","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAABEklEQVRIiWNgGAWjYBACAwkIncDADKIKGORA1IEHxGsxYDAGa0kgSguEy5DYgMTFCsylmx+/+NlWl2feznvwc4WBXfr8sMMPgbbYyek2YNdiOeeYmWVv2+FimcN8yZJnDJJzN95OMwBqSTY2O4DDYTcSzAx42w4kzmDmMZBsMGDO3Tg7AaTlQOI2nFrSvxn+basDaTH+2WBQn244O/0DAS05xo9525hBWsyAthxOkJfOwW+L5YycMmaZc4eBWvjSLBsMjhtukM4pOJBggNsv5hLpmz++KQM6jP/s4ZsNFdXy8rPTN3/4UGEnh0sLELBJMLKBaB6oU8EqDXAqBwHmDwx/kLTIN+BVPQpGwSgYBSMQAACegWMkUah2FwAAAABJRU5ErkJggg==","orcid":"","institution":"Govt.SKSJTI","correspondingAuthor":true,"prefix":"","firstName":"Bhagyashri","middleName":"","lastName":"P","suffix":""},{"id":268388293,"identity":"8b573b6a-8a42-45cb-a426-fecc68d940a2","order_by":2,"name":"Chethan K","email":"","orcid":"","institution":"UVCE","correspondingAuthor":false,"prefix":"","firstName":"Chethan","middleName":"","lastName":"K","suffix":""},{"id":268388294,"identity":"3639f0ee-7892-443a-ae57-57855ccc2cbb","order_by":3,"name":"Achutha Herur Gopalaiah.","email":"","orcid":"","institution":"ESI Software (India) Pvt. 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