Performance of structures in Izmir after the Samos island earthquake

Download
2021-09-01
The October 30, 2020 Earthquake caused unexpectedly significant damage in Izmir considering its distance to the city. This paper evaluates the recorded ground motions, summarizes the performance of structures affected from the earthquake with emphasis on the reasons of damage. A detailed damage assessment was carried out by the Earthquake Engineering Research Center of Middle East Technical University to compile data on the damage of RC and masonry buildings. It was observed that majority of the damage was concentrated in the Bayrakli district due to its peculiar soil properties where many 7-10 story mid-rise RC buildings suffered heavy damage and collapse. The level of amplified ground motions combined with deficiencies of apparently non-code compliant buildings exacerbated the damage. The main reasons of damage were mainly attributed to the presence of soft stories, lack of proper detailing, poor construction quality, presence of heavy overhangs, and hence significant lack of code-compliance in essence. The influence of infill walls on seismic performance of deficient and inadequate buildings was clearly seen in this earthquake. This paper also discusses seismic code requirements in effect and their influence on the observed building performance. The recorded ground motions were compared with the code spectra to evaluate the performance of the buildings. The code response spectra were found to be well above the recorded ground motion spectra at the sites where significant damage was observed.
BULLETIN OF EARTHQUAKE ENGINEERING

Suggestions

Comparison of machine learning tools for damage classification: the case of L’Aquila 2009 earthquake
Di Michele, F.; Stagnini, E.; Pera, D.; Rubino, B.; Aloisio, R.; Askan Gündoğan, Ayşegül; Marcati, P. (2023-1-01)
On April 6, 2009, a strong earthquake (6.1 Mw) struck the city of L’Aquila, which was severely damaged as well as many neighboring towns. After this event, a digital model of the region affected by the earthquake was built and a large amount of data was collected and made available. This allowed us to obtain a very detailed dataset that accurately describes a typical historic city in central Italy. Building on this work, we propose a study that employs machine learning (ML) tools to predict damage to buildi...
Re-examination of damage distribution in Adapazari: Structural considerations
Yakut, Ahmet; Bakır, Bahadır Sadık; Yilmaz, MT (2005-06-01)
Adapazari was the scene of spectacular structural damage as well as widespread foundation displacement that occurred in the city during the devastating earthquake of August 17, 1999. The damage patterns observed in Adapazari were quite peculiar, so these are re-examined in an effort to answer the question of whether they are indicative of a consistent trend in terms of the building attributes and/or site conditions. For this purpose two databases comprising buildings surveyed in Adapazari after the earthqua...
Identifying buildings with high collapse risk based on samos earthquake damage inventory in Izmir
Binici, Barış; Yakut, Ahmet; Canbay, Erdem; Tuncay, Kağan (2022-01-01)
Samos Earthquake caused the collapse of about fifty buildings in Izmir city center, resulting in over 120 fatalities. The response spectra of the ground motions at the soft soil sites in Izmir revealed that the spectral accelerations in the period range of 0.5-1.5 s are similar to the spectral accelerations defined by the response spectrum corresponding to the 72-year return period. Despite experiencing accelerations lower than those defined by the Turkish Code design spectrum (475-year return period), sign...
Structural and Non-Structural Countermeasures and Awareness Studies After the Tsunami Disaster: Case of Japan
GÜLER, HASAN GÖKHAN; Ozer Sozdinler, Ceren; Arikawa, Taro; Yalçıner, Ahmet Cevdet (2018-09-01)
Tsunami generated by the earthquake with a magnitude of 9.0 on March, 11, 2011 caused a high number of casualties and significant economic loss. Planning and reconstruction studies following the 2011 Tsunami in Japan are important examples of countermeasures to be taken against tsunamis In this study, observations from two field surveys conducted after five years following the tsunami event, focusing on structural and non-structural countermeasures in addition to disaster management and creation of disaster...
Geotechnical aspects of reconnaissance findings after 2020 January 24th, M6.8 Sivrice–Elazig–Turkey earthquake
Çakır, Elife; Çetin, Kemal Önder; Ilgaç, Makbule; Can, Gizem; Elsaid, Alaa; Söylemez, Berkan; Cuceoglu, Faik; Gülerce, Zeynep; Aydin, Seckin; Askan Gündoğan, Ayşegül; Gor, Mesut (2021-01-01)
On January 24, 2020, Sivrice–Elazig–Turkey earthquake occurred along the East Anatolian Fault Zone. The moment magnitude of the event was reported as 6.8. This paper documents reconnaissance findings performed immediately after the event. Investigated sites namely, Lake Hazar shores, Karakaya Dam Reservoir–Euphrates River shores, Malatya–Battalgazi district and its villages, and Elazig Downtown are predicted to be shaken by rock peak ground acceleration, PGAVS30=1100 m/s, levels of 0.12–0.42 g, 0.05–0.11 g,...
Citation Formats
A. Yakut et al., “Performance of structures in Izmir after the Samos island earthquake,” BULLETIN OF EARTHQUAKE ENGINEERING, pp. 0–0, 2021, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92655.