A Comparative Study on the Rapid Seismic Evaluation Methods of Reinforced Concrete Buildings

dc.contributor.author Doğan, Talha Polat
dc.contributor.author Kızılkula, T.
dc.contributor.author Mohammadi, M.
dc.contributor.author Erkan, I. H.
dc.contributor.author Kabaş, H. Tekeli
dc.contributor.author Arslan, M. H.
dc.date.accessioned 2021-12-13T10:26:47Z
dc.date.available 2021-12-13T10:26:47Z
dc.date.issued 2021
dc.description.abstract In this study, firstly, visual screening based (VSB) (FEMA 154, RVS and RBTE) and capacity-based (P25, Yakut, AURAP and DURTES) methods which are rapid seismic safety assessment methods of existing buildings have discussed. In addition, the linear and nonlinear earthquake performance procedures of the reinforced concrete structures according to the TBEC-2018 which does not have a rapid evaluation method but includes a detailed performance analysis procedure code were also given. After that, 30 existing reinforced concrete buildings collected from Istanbul-Turkey have been analyzed to all these mentioned methods. In this study results of all 7 different rapid seismic assessment methods were compared with results of TBEC-2018?s linear and nonlinear performance with regard to advantages and disadvantages. Finally, it was seen that while FEMA 154, RVS and RBTE methods are faster to apply on the buildings however P25, Yakut, AURAP and DURTES methods take more time to apply and give more conservative results. It was observed that the results obtained from the non-linear evaluation method of TBEC-2018 are less conservative than other methods. In addition, different results obtained from linear and nonlinear evaluation methods given in TBEC-2018 for the same buildings were also drawn attention. en_US
dc.identifier.doi 10.1016/j.ijdrr.2021.102143
dc.identifier.issn 2212-4209
dc.identifier.scopus 2-s2.0-85101652771
dc.identifier.uri https://doi.org/10.1016/j.ijdrr.2021.102143
dc.identifier.uri https://hdl.handle.net/20.500.13091/477
dc.language.iso en en_US
dc.publisher ELSEVIER en_US
dc.relation.ispartof INTERNATIONAL JOURNAL OF DISASTER RISK REDUCTION en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Rapid seismic assessment en_US
dc.subject Reinforced concrete building en_US
dc.subject Performance levels en_US
dc.title A Comparative Study on the Rapid Seismic Evaluation Methods of Reinforced Concrete Buildings en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.scopusid 57222139175
gdc.author.scopusid 57222141159
gdc.author.scopusid 56501398400
gdc.author.scopusid 55609015200
gdc.author.scopusid 57222140823
gdc.author.scopusid 11940766700
gdc.bip.impulseclass C4
gdc.bip.influenceclass C4
gdc.bip.popularityclass C4
gdc.coar.access metadata only access
gdc.coar.type text::journal::journal article
gdc.description.department Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 102143
gdc.description.volume 56 en_US
gdc.description.wosquality Q1
gdc.identifier.openalex W3132335398
gdc.identifier.wos WOS:000636444100002
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.diamondjournal false
gdc.oaire.impulse 16.0
gdc.oaire.influence 3.6396177E-9
gdc.oaire.isgreen false
gdc.oaire.keywords 621
gdc.oaire.popularity 2.094289E-8
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0201 civil engineering
gdc.openalex.collaboration National
gdc.openalex.fwci 2.59312969
gdc.openalex.normalizedpercentile 0.88
gdc.opencitations.count 18
gdc.plumx.crossrefcites 25
gdc.plumx.mendeley 55
gdc.plumx.scopuscites 26
gdc.scopus.citedcount 25
gdc.virtual.author Erkan, İbrahim Hakkı
gdc.virtual.author Arslan, Musa Hakan
gdc.wos.citedcount 19
relation.isAuthorOfPublication ac6b15ac-cf59-476f-aed3-f8a197691b3d
relation.isAuthorOfPublication 8f79018a-d4d5-4699-981e-4b84dc964c82
relation.isAuthorOfPublication.latestForDiscovery ac6b15ac-cf59-476f-aed3-f8a197691b3d

Files

Original bundle

Now showing 1 - 1 of 1
No Thumbnail Available
Name:
1-s2.0-S2212420921001096-main.pdf
Size:
10.75 MB
Format:
Adobe Portable Document Format