Browsing by Author "Pujol, S."

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Correlation Between Intensity Measures and Damage Caused by the 2023 Türkiye Earthquakes
(International Association for Earthquake Engineering, 2024) Abdo, B.; Eryilmaz Yildirim, M.; Koroglu, F.B.; Ozturk, B.; Sönmez, E.; Speicher, M.S.; Pujol, S.
This article presents comparisons between different ground-motion intensity measures and damage frequencies observed following the Pazarcık (Mw7.8) and Elbistan (Mw7.5) earthquakes that struck Türkiye in February 2023. Various intensity measures were examined including peak ground acceleration (PGA), peak ground velocity (PGV), and spectral ordinates (e.g., Sa0.3, Sa1, Sd1). Two data sources were used to quantify damage frequency: a survey conducted by the team deployed by ACI 133 Reconnaissance Committee involving more than 200 reinforced concrete buildings, and surveys published by the Ministry of Environment, Urbanization, and Climate Change of Türkiye. The differences and commonalities between the two surveys are discussed, and plausible correlations between damage and intensity measures are examined. It is concluded that, relative to other intensity measures, peak ground velocity (PGV) and spectral displacement at a fundamental period of 1.0 second (Sd1) had better correlations with the damage observed from Antakya to Malatya. This observation is consistent with two previously published ideas: a) in the absence of structural damage, drift demand can be expressed as a linear function of PGV, and b) seismic design ought to be focused on drift (and PGV) instead of force (and PGA). © 2024, International Association for Earthquake Engineering. All rights reserved.
Citation - WoS: 38
Citation - Scopus: 44
Quantitative Evaluation of the Damage To Rc Buildings Caused by the 2023 Southeast Turkey Earthquake Sequence
(SAGE Publications Inc., 2024) Pujol, S.; Bedirhanoglu, I.; Donmez, C.; Dowgala, J.D.; Eryilmaz-Yildirim, M.; Klaboe, K.; Koroglu, F.B.; Sönmez, Egemen
Data from 15 earthquakes that occurred in 12 different countries are presented showing that, without better drift control, structures built with building codes allowing large seismic drifts are likely to keep leaving a wide wake of damage ranging from cracked partitions to building overturning. Following the earthquake sequence affecting southeast Turkey in 2023, a team led by Committee 133 of the American Concrete Institute surveyed nearly 250 reinforced concrete buildings in the area extending from Antakya to Malatya. Buildings ranging from 2 to 16 stories were surveyed to assess their damage and evaluate the robustness of their structures in relation to overall stiffness, as measured by the relative cross-sectional areas of structural walls and columns. The majority of the buildings were estimated to have been built in the past 10 years. Yet, the structures surveyed were observed to have amounts of structural walls and columns comparable with amounts reported after the Erzincan (1992), Duzce (1999), and Bingol (2003) Earthquakes in Turkey. These amounts are, on average, much smaller than the wall and column amounts used in Chile and Japan. Because of that lack of robustness and given the intensities of the motions reported from Antakya to Malatya (with 10 stations with peak ground velocity (PGV) of 100 cm/s or more), it is concluded that structures in this region experienced large drifts. Excessive drift (1) exposed a myriad of construction and detailing problems leading to severe structural damage and collapse, (2) induced overturning caused by p-delta for some buildings, and (3) caused widespread damage to brittle masonry partitions. The main lesson is simple: ductility is necessary but not sufficient. It is urgent that seismic drift limits are tightened in high-seismicity regions worldwide. © The Author(s) 2024.