Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14365/5476
Title: Frame buildings are not an answer for earthquakes: The case of the February 2023 earthquakes in Türkiye
Authors: Sönmez, E.
Rodriguez, M.E.
Keywords: aftershock
damage index
drift
functional recovery
post-earthquake
Reinforced concrete frames
reinforced concrete wall buildings
seismic behavior
shear wall
tunnel-form
Damage detection
Degrees of freedom (mechanics)
Reinforced concrete
Seismic waves
Shear walls
Aftershock
Damage index
Drift
Functional recovery
Post-earthquake
Reinforced concrete frames
Reinforced concrete wall
Reinforced concrete wall building
Seismic behaviour
Tunnel form
Earthquakes
Publisher: SAGE Publications Inc.
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.
URI: https://doi.org/10.1177/87552930241262753
https://hdl.handle.net/20.500.14365/5476
ISSN: 8755-2930
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection

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