Determination of Deformations as a Result of Seismic Loadings on Two-Dimensional Reinforced Concrete Frame via Terrestrial Laser Scanners

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dc.contributor.authorCeylan, A.
dc.contributor.authorGumus, M.
dc.date.accessioned2020-03-26T18:50:01Z
dc.date.available2020-03-26T18:50:01Z
dc.date.issued2014
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractParallel to the technological developments, methods of defining locational data are changing. Laser scanners bring new advantages to engineering measurements and geodesy. Terrestrial laser scanners, which have previously been used in map engineering, have become an alternative method of measurement, especially for terrestrial applications. A common characteristic of deformation measurements is the requirement to measure the location of sufficient reference and object points established on the monitored structure. The number of reference and object points is limited when using classical methods, but not when using a laser scanner. Due to the limitations of classical geodetic survey methods, such as difficulty of application, high costs and low production speed, the present study applied ground laser scanners to deformation monitoring. A two-dimensional (2D) deformation survey was made of a concrete frame placed on a loading wall. Cartesian coordinates, derived from survey and evaluations, were converted into a standard coordinate system using the Molodensky-Badekas 3D similarity transformation. Student's t test has been used to determine whether it was significant with the difference of coordinates or not. The deformation amounts and directions obtained from the electronic tachymeter and ground laser scanners were found to be very similar.en_US
dc.identifier.doi10.1111/j.1747-1567.2011.00789.xen_US
dc.identifier.endpage25en_US
dc.identifier.issn0732-8818en_US
dc.identifier.issn1747-1567en_US
dc.identifier.issue2en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage19en_US
dc.identifier.urihttps://dx.doi.org/10.1111/j.1747-1567.2011.00789.x
dc.identifier.urihttps://hdl.handle.net/20.500.12395/30730
dc.identifier.volume38en_US
dc.identifier.wosWOS:000332702200005en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherWILEY-BLACKWELLen_US
dc.relation.ispartofEXPERIMENTAL TECHNIQUESen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectApplicationsen_US
dc.subjectDeformation Measurementsen_US
dc.subjectTerrestrial Laser Scanneren_US
dc.titleDetermination of Deformations as a Result of Seismic Loadings on Two-Dimensional Reinforced Concrete Frame via Terrestrial Laser Scannersen_US
dc.typeArticleen_US

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