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dc.creatorGrbić, Miodrag
dc.creatorDžombić, Neda
dc.creatorGlišić, Milan
dc.date.accessioned2019-10-31T11:22:45Z
dc.date.available2019-10-31T11:22:45Z
dc.date.issued2017
dc.identifier.issn1016-8664
dc.identifier.urihttps://raf.arh.bg.ac.rs/handle/123456789/254
dc.description.abstractIn 2009, the Municipal Court of the City of Cajetina, Republic of Serbia, issued an order to a Commission of court-appointed experts (Commission) to perform an analysis of the collapse of a building in the final stage of its construction. The Commission was appointed by the Faculty of Architecture, University of Belgrade. The study reveals the steps taken in the process of determining the cause of collapse and the problems that have led to it, the conclusions and findings. Poor design and bad execution led to the collapse of the building. The causes of collapse were structural defects in calculations and rebar detailing, disregard of the procedures related to technical supervision and the procedure of obtaining a building permit, violation of building codes and good practice. The cause was determined using the following methods: analysis of documentation, analysis of regulations and legislation, in situ observations, interviews with participants on the process, and structural analysis through three dimensional modelling. The study also shows that safety factors in the built construction elements were low and inadequate. This work summarizes the principles, conclusions and findings of forensic investigation.en
dc.publisherInt. Assoc. for Bridge and Structural Eng. Eth-Honggerberg
dc.rightsrestrictedAccess
dc.sourceStructural engineering international
dc.subjectAssessmenten
dc.subjectColumnen
dc.subjectConcreteen
dc.subjectExpert reporten
dc.subjectStructural analysisen
dc.titleInvestigation of the Collapse of a Building in the Final Stage of Its Constructionen
dc.typearticle
dc.rights.licenseARR
dcterms.abstractДжомбић, Неда; Грбић, Миодраг; Глишић, Милан;
dc.citation.volume27
dc.citation.issue3
dc.citation.spage429
dc.citation.epage434
dc.citation.other27(3): 429-434
dc.citation.rankM23
dc.identifier.wos000406729200016
dc.identifier.doi10.2749/101686617X14881937384927
dc.identifier.scopus2-s2.0-85028587618
dc.type.versionpublishedVersion


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