Rehabilitation of heavily earthquake damaged masonry building using steel straps

Basit Öğe Kaydı
dc.contributor.authorAltın, Sinan
dc.contributor.authorKuran, Fikret
dc.contributor.authorAnıl, Özgür
dc.contributor.authorKara, Mehmet Emin
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-29T19:29:12Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-29T19:29:12Z
dc.date.issued2008
dc.departmentMühendislik Fakültesi
dc.description.abstractThe purpose of this study is to develop a rehabilitation technique for heavily earthquake damaged masonry buildings. A full scale one storey masonry building with window and door openings was manufactured and tested on the shock table by applying increased amplitude free vibration up to the point where heavy earthquake damage was observed. Damaged test building was rehabilitated with vertical and diagonal steel straps and then tested again. The effectiveness of improvements obtained by the rehabilitation technique was investigated. Steel straps improved the lateral strength and stiffness of masonry walls and limited the lateral displacement of building. Stability of the masonry walls were also improved by the steel straps. Steel straps reduced the natural period of the earthquake damaged masonry building and prevented the failure of the building at the same amplitude of free vibration.
dc.description.sponsorshipMinistry of Public Works and Settlement, Turkey, Ankara; Arslan Tugla INC.; Kadir BASOGLU
dc.description.sponsorshipThe authors wish to thank the support given by The Ministry of Public Works and Settlement, Turkey, Ankara, where the experiments were held. In addition, the support and help by the Arslan Tugla INC. and Kadir BASOGLU are appreciated by the authors.
dc.identifier.doi10.12989/sem.2008.30.6.651
dc.identifier.endpage664en_US
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue6en_US
dc.identifier.scopusqualityQ2
dc.identifier.startpage651en_US
dc.identifier.urihttps://doi.org/10.12989/sem.2008.30.6.651
dc.identifier.urihttps://hdl.handle.net/20.500.12451/6140
dc.identifier.volume30en_US
dc.identifier.wosWOS:000261812000001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTECHNO-PRESS
dc.relation.ispartofSTRUCTURAL ENGINEERING AND MECHANICS
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectMasonry Building
dc.subjectEarthquake Damage
dc.subjectRehabilitation
dc.subjectSteel Strap
dc.titleRehabilitation of heavily earthquake damaged masonry building using steel straps
dc.typeArticle

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