Yayın:
Monitoring Roof Displacements with GPS in a Long Period Structure

dc.contributor.authorSayim, Irfan
dc.contributor.authorAkbas, Bulent
dc.contributor.authorDoran, Bilge
dc.contributor.institutionauthorDORAN, Bilge
dc.date.accessioned2026-06-27T13:16:58Z
dc.date.issued2012
dc.description.abstractMonitoring Roof Displacements with GPS in a Long Period Structure Relative displacements play an important role in assessing drift and damage distribution in structures. GPS technology has gained great attention in the last decade for static and dynamic structural monitoring of displacements in long-period structures as an alternative. In this study, roof displacements of a long-period structure with a total of 31-story located at Maslak, Istanbul were monitored under deforming effects such as wind using real-time kinematic (RTK) differential GPS (DGPS) technology. The DGPS system was first tested on a prototype, and then assembled on the building. The structural model of the building was also constructed and periods were estimated and the compared with GPS related estimation results due to the modal analysis of building.en
dc.identifier.endpage6036
dc.identifier.issn1300-3453
dc.identifier.issue3
dc.identifier.startpage6017
dc.identifier.urihttps://hdl.handle.net/20.500.14981/51429
dc.identifier.volume23
dc.identifier.wos000306730200003
dc.language.isotur
dc.publisherTURKISH CHAMBER CIVIL ENGINEERS
dc.relation.ispartofTEKNIK DERGI
dc.subjectDGPS
dc.subjectstructural monitoring
dc.subjectrelative displacements
dc.subjectroof displacement
dc.subjecthigh-rise buildings
dc.subjectEngineering
dc.titleMonitoring Roof Displacements with GPS in a Long Period Structure
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

Dosyalar

Koleksiyonlar