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Procjena oštećenja i analiza vjerojatnosti oštećenja i oštetljivosti armiranobetonske zgrade
Damage assessment, fragility, and vulnerability analysis of reinforced concrete building
dc.creator | Folić, Radomir | |
dc.creator | Čokić, Miloš | |
dc.creator | Folić, Boris | |
dc.creator | Brujić, Zoran | |
dc.date.accessioned | 2023-12-25T09:56:45Z | |
dc.date.available | 2023-12-25T09:56:45Z | |
dc.date.issued | 2023 | |
dc.identifier.uri | https://machinery.mas.bg.ac.rs/handle/123456789/7670 | |
dc.description.abstract | Osim sažetoga pregleda literature, rad sadrži komparativnu analizu armiranobetonskih (AB) zgrada pomoću analize indeksa oštećenja (DI) primjenom različitih metodologija. Seizmički odziv peterokatne okvirne AB zgrade, projektirane u skladu s konstrukcijskim normama Eurokod, analiziran je procjenom vjerojatnosti oštećenja i oštetljivosti. U analizi kojoj je cilj određivanje DI-ja i njegovih parametara primijenjena je metodologija Park–Ang. Provedene su nelinearna statička analiza (NSA) i nelinearna dinamička analiza (NDA) te su na temelju dobivenih rezultata oblikovane krivulje vjerojatnosti oštećenja i oštetljivosti koje su obrađene statističkom analizom. Rezultati su izračunani pomoću četiri različita modela DI-ja: model DIPA primjenom rezultata NSA i NDA (M1), modificirani model DIPA primjenom rezultata NSA i NDA (M2), model DIPA primjenom rezultata NSA (M3), te modificirani model DIPA primjenom rezultata NSA (M4). | sr |
dc.description.abstract | In addition to a concise literature review, this study presents a comparative analysis of reinforced concrete (RC) buildings through damage index (DI) analysis using different methodologies. The seismic response of a five-story RC frame system building, designed in accordance with the EN structural Eurocodes, was analysed through fragility and vulnerability assessments. The Park–Ang methodology was used in the analysis for determining DI and its parameters. Nonlinear static analysis (NSA) and nonlinear dynamic analyses (NDA) were performed, and the fragility and vulnerability curves were constructed using the obtained results and processed through statistical analysis. The results were calculated using four different DI models: the DIPA model using both the NSA and NDA results (M1), modified DIPA model using both the NSA and NDA results (M2), DIPA model using the NSA results (M3), and modified DIPA model using the NSA results (M4). | sr |
dc.language.iso | hr | sr |
dc.publisher | Građevinar 75 (2023) 6 | sr |
dc.publisher | Journal of the Croatian Association of Civil Engineers | sr |
dc.relation | Ministarstvo prosvjete, znanosti i tehnološkog razvoja Republike Srbije (Ugovor br. 451-03-80/2022-01/1 od 19.12.2022.) | sr |
dc.rights | openAccess | sr |
dc.source | Građevinar | sr |
dc.subject | okvirna AB zgrada | sr |
dc.subject | seizmička nelinearna analiza | sr |
dc.subject | procjena indeksa oštećenja | sr |
dc.subject | vjerojatnost oštećenja | sr |
dc.subject | oštetljivost | sr |
dc.subject | RC framed building | sr |
dc.subject | seismic nonlinear analyses | sr |
dc.subject | damage index assessment | sr |
dc.subject | fragility | sr |
dc.subject | vulnerability | sr |
dc.title | Procjena oštećenja i analiza vjerojatnosti oštećenja i oštetljivosti armiranobetonske zgrade | sr |
dc.title | Damage assessment, fragility, and vulnerability analysis of reinforced concrete building | sr |
dc.type | article | sr |
dc.rights.license | ARR | sr |
dc.rights.holder | Radomir Folić, Miloš Čokić, Boris Folić, Zoran Brujić | sr |
dc.citation.epage | 606 | |
dc.citation.issue | 6 | |
dc.citation.spage | 591 | |
dc.citation.volume | 75 | |
dc.identifier.doi | 10.14256/JCE.3623.2022 | |
dc.identifier.fulltext | http://machinery.mas.bg.ac.rs/bitstream/id/19183/JCE-75-2023-6-5-3623_Cro.pdf | |
dc.type.version | publishedVersion | sr |