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Structural model calibration of RC structure with twoleaf cavity brick infill wall by deterministic approach

MakaleAçık ErişimScopus SJRQ3

Özet

An adaptive solution for updating structural model of a RC structure with two-leaf cavity brick infill wall under flexible boundary problem is presented in this paper. The structure was simulated with Diana 9.4.4 finite element software. Next, an elastic foundation with interface elements was used to overcome this stiffness problem of the foundation. The validation of the structure was made with the optimization based modal updating using MATLAB. Five calibration types were performed and compared with experimental data.

Anahtar Kelimeler

Finite element methodReinforced concreteStructural model updatingTwo-leaf cavity brick infill wall
RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/munzur/3874Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.14256/jce.1225.2015Yayıncı resmi DOI adresi
İndeks kayıtları
ScopusScopusWeb of ScienceWeb of Science
Kaydın indeks veri tabanlarındaki sayfası (aktarımda alınan kayıt numarasıyla). Erişim, indeksin kendi koşullarına bağlıdır.
Atıflar
Scopus
8
WoS
8
OpenAlex
6
Her kaynağın kendi saydığı toplam atıf; aktarım ve zenginleştirme sırasında alındı.
Tam Kayıt
AlanDeğerDil
dc.contributor.authorOnat, Onur
dc.contributor.authorLourenço, Paulo B.
dc.contributor.authorKoçak, Ali
dc.date.accessioned2026-10-28T14:57:14.719131207Z
dc.date.available2026-10-28T14:57:14.719131207Z
dc.date.issued2017
dc.description.abstractAn adaptive solution for updating structural model of a RC structure with two-leaf cavity brick infill wall under flexible boundary problem is presented in this paper. The structure was simulated with Diana 9.4.4 finite element software. Next, an elastic foundation with interface elements was used to overcome this stiffness problem of the foundation. The validation of the structure was made with the optimization based modal updating using MATLAB. Five calibration types were performed and compared with experimental data.
dc.identifier.doi10.14256/jce.1225.2015
dc.identifier.eissn1333-9095
dc.identifier.endpage181
dc.identifier.issn0350-2465
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85018190410
dc.identifier.startpage171
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/munzur/3874
dc.identifier.volume69
dc.identifier.wosWOS:000401037100001
dc.language.isoen
dc.publisherUnion of Croatian Civil Engineers and Technicians
dc.relation.ispartofGradjevinar
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectFinite element method
dc.subjectReinforced concrete
dc.subjectStructural model updating
dc.subjectTwo-leaf cavity brick infill wall
dc.subject.classificationEngineering, Civil
dc.subject.classificationEngineering
dc.titleStructural model calibration of RC structure with twoleaf cavity brick infill wall by deterministic approach
dc.typeArticle
rdl.citation.openalex6
rdl.citation.scopus8
rdl.citation.wos8
rdl.oa.statusgold
rdl.oa.urlhttp://casopis-gradjevinar.hr/assets/Uploads/JCE-69-2017-3-1-1225-EN.pdf
rdl.scopus.quartileQ3
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)