Towards Seismic Damage Assessment Model for Soil Structure Interaction-based Building

Towards Seismic Damage Assessment Model for Soil Structure Interaction-based 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 Towards Seismic Damage Assessment Model for Soil Structure Interaction-based Building Fatma Zohra Belhadj, Ahmed Fouad Belhadj, Mohamed Chabaat This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-2375319/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 Buildings located in seismic risk areas are susceptible to damage, so evaluation of the seismic performance of building structures is essential for accurate seismic design. Seismic Damage Assessment (SDA) is a difficult task for individual building structures dealing with FiniteElement Analysis (FE) and simulation techniques are time-consuming due to the complex model. Moreover, computational techniques based on FE with Soil-Structure Interaction (SSI) for earthquake damage assessment of buildings require high computational efforts to build the database for the development of the area-based prediction model. Therefore, this study provides a framework for an artificial neural network (ANN)-based model as a reliable alternative to developing a rapid decision-making tool for building SDA. To establish the SDAbased ANN model, three inputs, including seismic, building, and soil were selected as the main parameters, and seismic responses with soil-structure interaction were generated using a multi-step analysis process proposed. The results obtained demonstrate the high accuracy of the SDA-Net model proposed as a predictive approach and rapid decision support tool for structures with SSI impacts as a predisaster management approach for the assessment of damage and a handy tool for safe and durable structures against natural disasters. soil–structure interaction Seismic analysis Finite element method artificial neural network Damage performance Level 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. 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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-2375319","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":164308225,"identity":"ab4fead8-0fa1-4d72-9dda-a8eceac903b3","order_by":0,"name":"Fatma Zohra Belhadj","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAAw0lEQVRIiWNgGAWjYBAC9gYGNiAlIcfAwAPiyxHWwnMArMXCGKrFmGgtFYkNxGvhP3zscUWNRPqG42cPPvjAYJBPWAvDsXTDM8ckcjecyUs2nMFgYNlASIs9Y4+ZZAMbUMuBHDNpHoY/BoRtYeYBavknkW5w/g1IiwERWtiAWhrbJBIMbuQQq4WHLU2ysU/CcOaNN8aGMwyI0QIMMcmGb3XyfOdzDB98qCBCCxwoHACRJGhgYJBvIEX1KBgFo2AUjCgAALukM/jXVSpDAAAAAElFTkSuQmCC","orcid":"","institution":"University of Sciences and Technology Houari Boumediene","correspondingAuthor":true,"submittingAuthor":false,"prefix":"","firstName":"Fatma","middleName":"Zohra","lastName":"Belhadj","suffix":""},{"id":164308226,"identity":"084a97d3-4792-46a1-91bd-f6648c49e462","order_by":1,"name":"Ahmed Fouad Belhadj","email":"","orcid":"","institution":"University of Sciences and Technology Houari Boumediene","correspondingAuthor":false,"submittingAuthor":false,"prefix":"","firstName":"Ahmed","middleName":"Fouad","lastName":"Belhadj","suffix":""},{"id":164308227,"identity":"e10c94e2-c962-4efa-98e0-c88b7f0b3466","order_by":2,"name":"Mohamed Chabaat","email":"","orcid":"","institution":"University of Sciences and Technology Houari Boumediene","correspondingAuthor":false,"submittingAuthor":false,"prefix":"","firstName":"Mohamed","middleName":"","lastName":"Chabaat","suffix":""}],"badges":[],"createdAt":"2022-12-13 19:29:06","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-2375319/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-2375319/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":31141944,"identity":"41018260-bfe4-4281-bf26-0aa44af3c55b","added_by":"auto","created_at":"2023-01-05 06:47:46","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":2482189,"visible":true,"origin":"","legend":"","description":"","filename":"TowardsSeismicDamageAssessmentModel.pdf","url":"https://assets-eu.researchsquare.com/files/rs-2375319/v1_covered.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"Towards Seismic Damage Assessment Model for Soil Structure Interaction-based Building","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":false,"hideJournal":true,"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":"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":"soil–structure interaction, Seismic analysis, Finite element method, artificial neural network, Damage performance Level","lastPublishedDoi":"10.21203/rs.3.rs-2375319/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-2375319/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"Buildings located in seismic risk areas are susceptible to damage, so evaluation of the seismic performance of building structures is essential for accurate seismic design. 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