Frame Buildings Are Not an Answer for Earthquakes: the Case of the February 2023 Earthquakes in Türkiye
| dc.contributor.author | Sönmez, E. | |
| dc.contributor.author | Rodriguez, M.E. | |
| dc.date.accessioned | 2024-08-25T15:14:07Z | |
| dc.date.available | 2024-08-25T15:14:07Z | |
| dc.date.issued | 2024 | |
| dc.description.abstract | The February 2023 earthquakes in Türkiye caused widespread devastation and fatalities, highlighting the critical contrast in the seismic performance of reinforced concrete (RC) buildings with moment-resistant frames and those with structural walls. This study employs analyses of nonlinear single-degree-of-freedom (SDOF) systems using selected accelerograms from the earthquakes to evaluate the behavior of these structural systems. Three SDOF systems representing flexible and stiffer frame buildings, alongside RC wall buildings, were examined. The results highlighted the susceptibility of frame buildings to severe damage and collapse compared with the excellent performance of RC wall buildings. Moreover, the study emphasizes a shift of design focus from life safety to functional recovery. It also identifies potential scenarios regarding consecutive earthquake effects. Overall, the findings advocate adequately designed RC wall buildings for enhanced seismic performance and immediate occupation following major earthquakes. © The Author(s) 2024. | en_US |
| dc.description.sponsorship | PAPIIT, project [IN105424] | |
| dc.description.sponsorship | American Concrete Institute; Instituto Tecnologico de Oaxaca, (IN105424) | |
| dc.description.sponsorship | The writers thank the American Concrete Institute (ACI) for covering all the writers’ expenses during the reconnaissance mission in Türkiye following the February 2023 earthquakes. They also thank Prof. Santiago Pujol, Chair of the ACI 133 Committee, for his leadership during the reconnaissance mission, and Jose Ruben Hernandez-Lucas from the Instituto Tecnologico de Oaxaca, Mexico, for conducting the nonlinear analyses for this study. The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: The PAPIIT, project IN105424, partial support of this research is greatly appreciated. The writers thank the reviewers for their thoughtful comments on the article. | |
| dc.description.sponsorship | The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: The PAPIIT, project IN105424, partial support of this research is greatly appreciated. The writers thank the reviewers for their thoughtful comments on the article. | |
| dc.identifier.doi | 10.1177/87552930241262753 | |
| dc.identifier.issn | 8755-2930 | |
| dc.identifier.issn | 1944-8201 | |
| dc.identifier.scopus | 2-s2.0-85200250733 | |
| dc.identifier.uri | https://doi.org/10.1177/87552930241262753 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.14365/5476 | |
| dc.language.iso | en | en_US |
| dc.publisher | SAGE Publications Inc. | en_US |
| dc.relation.ispartof | Earthquake Spectra | en_US |
| dc.rights | info:eu-repo/semantics/closedAccess | en_US |
| dc.subject | aftershock | en_US |
| dc.subject | damage index | en_US |
| dc.subject | drift | en_US |
| dc.subject | functional recovery | en_US |
| dc.subject | post-earthquake | en_US |
| dc.subject | Reinforced concrete frames | en_US |
| dc.subject | reinforced concrete wall buildings | en_US |
| dc.subject | seismic behavior | en_US |
| dc.subject | shear wall | en_US |
| dc.subject | tunnel-form | en_US |
| dc.subject | Damage detection | en_US |
| dc.subject | Degrees of freedom (mechanics) | en_US |
| dc.subject | Reinforced concrete | en_US |
| dc.subject | Seismic waves | en_US |
| dc.subject | Shear walls | en_US |
| dc.subject | Aftershock | en_US |
| dc.subject | Damage index | en_US |
| dc.subject | Drift | en_US |
| dc.subject | Functional recovery | en_US |
| dc.subject | Post-earthquake | en_US |
| dc.subject | Reinforced concrete frames | en_US |
| dc.subject | Reinforced concrete wall | en_US |
| dc.subject | Reinforced concrete wall building | en_US |
| dc.subject | Seismic behaviour | en_US |
| dc.subject | Tunnel form | en_US |
| dc.subject | Earthquakes | en_US |
| dc.title | Frame Buildings Are Not an Answer for Earthquakes: the Case of the February 2023 Earthquakes in Türkiye | en_US |
| dc.type | Article | en_US |
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| gdc.author.id | Sönmez, Egemen/0000-0002-2813-0830 | |
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| gdc.description.department | İEÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
| gdc.description.departmenttemp | Sönmez E., Civil Engineering Department, Izmir University of Economics, Izmir, Turkey; Rodriguez M.E., Instituto de Ingenieria, National University of Mexico, Mexico City, Mexico | en_US |
| gdc.description.endpage | 2382 | |
| gdc.description.issue | 4 | |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
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| gdc.description.startpage | 2364 | |
| gdc.description.volume | 40 | |
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