Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/5396
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Arslan, M.H. | - |
dc.contributor.author | Dere, Y. | - |
dc.contributor.author | Ecemiş, A.S. | - |
dc.contributor.author | Doğan, G. | - |
dc.contributor.author | Özturk, M. | - |
dc.contributor.author | Korkmaz, S.Z. | - |
dc.date.accessioned | 2024-04-20T13:05:48Z | - |
dc.date.available | 2024-04-20T13:05:48Z | - |
dc.date.issued | 2024 | - |
dc.identifier.issn | 2352-7102 | - |
dc.identifier.uri | https://doi.org/10.1016/j.jobe.2024.108811 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/5396 | - |
dc.description.abstract | In Turkey, a substantial portion of the industrial buildings consists of precast structures. Unfortunately, these buildings suffered significant damage, with some partially collapsing, during two consecutive earthquakes that occurred in Kahramanmaraş (Pazarcık Mw7.7 and Elbistan Mw7.6) on February 6, 2023. Consequently, numerous industrial facilities became unusable, leading to substantial economic losses. This article aims to identify the vulnerabilities of such buildings and assess their actual earthquake performance to prevent potential future damages. The authors collected data through field investigations conducted near the earthquake's epicenter, which were subsequently evaluated within the study. The research comprehensively examines the seismic characteristics of both earthquakes, the structural system of existing prefabricated industrial buildings in the region, and the relevant provisions outlined in the history of earthquake codes for prefabricated industrial buildings. Additionally, nonlinear finite element simulations of the heavily damaged hinged type of column-beam connections commonly employed in earthquake-prone areas are presented. The impact of manufacturing defects on the structural seismic behavior is also investigated. In the study's final stage, it is concluded that non-compliance with structural projects and relevant codes during the manufacture of connection regions in prefabricated industrial buildings is one of the primary causes of structural damage. Furthermore, it is observed that necessary measures should be implemented in these structures to enhance lateral stiffness in the roof plane, and the use of hinged column-beam joints should be avoided or restricted, especially in regions prone to earthquakes. The finite element model analysis reveals that the load-bearing capacity of the connection increases by 62% for lateral out-of-plane loading when grout mortar is applied. © 2024 Elsevier Ltd | en_US |
dc.language.iso | en | en_US |
dc.publisher | Elsevier Ltd | en_US |
dc.relation.ispartof | Journal of Building Engineering | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Connection | en_US |
dc.subject | Damage | en_US |
dc.subject | Kahramanmaraş earthquake | en_US |
dc.subject | Prefabricated industrial buildings | en_US |
dc.subject | Damage detection | en_US |
dc.subject | Finite element method | en_US |
dc.subject | Industrial research | en_US |
dc.subject | Losses | en_US |
dc.subject | Mortar | en_US |
dc.subject | Office buildings | en_US |
dc.subject | Structural analysis | en_US |
dc.subject | Connection | en_US |
dc.subject | Damage | en_US |
dc.subject | Damage assessments | en_US |
dc.subject | Economic loss | en_US |
dc.subject | Industrial buildings | en_US |
dc.subject | Industrial facilities | en_US |
dc.subject | Kahramanmaraş earthquake | en_US |
dc.subject | Pre-cast | en_US |
dc.subject | Precast structure | en_US |
dc.subject | Prefabricated industrial building | en_US |
dc.subject | Earthquakes | en_US |
dc.title | Code-based damage assessment of existing precast industrial buildings following the February 6th, 2023 Kahramanmaraş earthquakes (Pazarcık Mw 7.7 and Elbistan Mw7.6) | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.1016/j.jobe.2024.108811 | - |
dc.identifier.scopus | 2-s2.0-85186362395 | en_US |
dc.department | KTÜN | en_US |
dc.identifier.volume | 86 | en_US |
dc.identifier.wos | WOS:001206731900001 | en_US |
dc.institutionauthor | … | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 11940766700 | - |
dc.authorscopusid | 6506952834 | - |
dc.authorscopusid | 57200296824 | - |
dc.authorscopusid | 57191169845 | - |
dc.authorscopusid | 57209358689 | - |
dc.authorscopusid | 16245362500 | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.languageiso639-1 | en | - |
item.openairetype | Article | - |
item.fulltext | No Fulltext | - |
item.grantfulltext | none | - |
item.cerifentitytype | Publications | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
crisitem.author.dept | 04.01. Department of Architecture | - |
Appears in Collections: | Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections |
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