Study On Structure Monitoring Using Laser Scanner Technology

Study On Structure Monitoring Using Laser Scanner Technology | 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Article Study On Structure Monitoring Using Laser Scanner Technology Ganzorig Erdenenemekh This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-6043745/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 Ground Laser Scanning (TLS) is a reliable tool for high-precision structural deformation monitoring. Reinforced concrete and masonry structures require deformation monitoring to meet high safety requirements. As a result, it is important to monitor deformation and assess the safety of these structures against damage. It is desirable to predict the load displacement of the structure in terms of elastic and inelastic responses. For structures, measurements based on ground laser scanning technology are performed. This research work presents a comparison of the initial and optimized point cloud. The surface uncertainty of various orders is investigated by covering the surface approximation measurement area. Based on ground laser scanning measurements, the results of the structure surface are correlated with the test results and are monitored by subtracting them from the deformation calculation. Civil Engineering Deformation control measurement data surface structure 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-6043745","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":416597781,"identity":"53111038-b088-4bcd-b463-495a030a3bc9","order_by":0,"name":"Ganzorig Erdenenemekh","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAA6klEQVRIiWNgGAWjYNACAxsefvYGKOcAUVoq0uQke0BKE4jWcuawscGNBCK1yLufPfzhYxtz4oabr9Mkf/5gkOO7kcC6uQCPFsMzeQmGM9vYEmfezt0mzZPAYCx5I4Ht9gx8WhpyDJJ523gS+0BagA5L3ADSwoNPS/8bg8O8bRKJDTfPbpP8kcBQT1CLvESOYTPPGQNjgRu82ySADkswIKTFQOKNMeOMigRgIOdutuZJkzCceeZhG35b+nOMP3ww+A+MyrMbb/6wsZHnO558DL8tB1D5EkDM2IBHA9AW/NKjYBSMglEwCoAAAOWkUeyH4afSAAAAAElFTkSuQmCC","orcid":"https://orcid.org/0000-0001-7228-0783","institution":"Mongolian University of Science and Technology","correspondingAuthor":true,"prefix":"","firstName":"Ganzorig","middleName":"","lastName":"Erdenenemekh","suffix":""}],"badges":[],"createdAt":"2025-02-17 02:32:30","currentVersionCode":1,"declarations":{"humanSubjects":false,"vertebrateSubjects":false,"conflictsOfInterestStatement":false,"humanSubjectEthicalGuidelines":false,"humanSubjectConsent":false,"humanSubjectClinicalTrial":false,"humanSubjectCaseReport":false,"vertebrateSubjectEthicalGuidelines":false},"doi":"10.21203/rs.3.rs-6043745/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-6043745/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":76635928,"identity":"9adc1fd1-818e-4909-a84e-59b2f0ab1e0d","added_by":"auto","created_at":"2025-02-19 07:26:36","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":468929,"visible":true,"origin":"","legend":"","description":"","filename":"E.Ganzorig2025Geodesy.pdf","url":"https://assets-eu.researchsquare.com/files/rs-6043745/v1_covered_7b0bc3cc-9117-4262-901c-5266ad963fec.pdf"}],"financialInterests":"The authors declare no competing interests.","formattedTitle":"\u003cp\u003eStudy On Structure Monitoring Using Laser Scanner Technology\u003c/p\u003e","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":true,"hideJournal":true,"highlight":"","institution":"Mongolian University of Science and Technology","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":"Deformation control, measurement data, surface, structure ","lastPublishedDoi":"10.21203/rs.3.rs-6043745/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-6043745/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eGround Laser Scanning (TLS) is a reliable tool for high-precision structural deformation monitoring. Reinforced \u0026nbsp;concrete and masonry structures require deformation monitoring to meet high safety requirements. As a result, it is important to \u0026nbsp;monitor deformation and assess the safety of these structures against damage. It is desirable to predict the load displacement of \u0026nbsp;the structure in terms of elastic and inelastic responses. For structures, measurements based on ground laser scanning technology \u0026nbsp;are performed. This research work presents a comparison of the initial and optimized point cloud. The surface uncertainty of \u0026nbsp;various orders is investigated by covering the surface approximation measurement area. 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