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    Seismic Performance and Failure Mechanisms of Reinforced Concrete Structures Subject to the Earthquakes in Türkiye
    (Mdpi, 2024) Işık, Ercan; Avcıl, Fatih; Hadzima-Nyarko, Marijana; Izol, Rabia; Büyüksaraç, Aydın; Arkan, Enes; Radu, Dorin
    Many reinforced-concrete structures collapsed or were seriously damaged in the 7.7 and 7.6 magnitude earthquakes that occurred in southern T & uuml;rkiye on 6 February 2023. The recorded peak ground accelerations were quite high (2.2 g) and the recorded motions' elastic acceleration response spectra were significantly greater than the elastic design spectra given by the most recent Turkish seismic design code. A total of 518,000 houses were heavily damaged or collapsed in the eleven cities affected by the earthquake. More than 53,000 people lost their lives and over 100,000 people were injured, the majority of these injurits caused by the collapse of reinforced concrete structures. Post-earthquake damage assessments are important in the context of applying sustainability principles to building design and construction. In this study, post-earthquake damage assesments and evaluations were made for the reinforced-concrete structures that were exposed to destruction or various structural damage in Hatay, Kahramanmara & scedil; and Ad & imath;yaman, which where most affected after the Kahramanmara & scedil; earthquakes. The RC building damage and failure mechanisms resulting from field observations were evaluated in detail from a broad performance-based structural and earthquake engineering perspective. Information about Kahramanmara & scedil; earthquakes is given briefly. Design spectra and spectral accelerations were compared for the earthquake stations in these three provinces. Soft/weak story, short column, insufficiently reinforced-concrete, and poor workmanship are the primary causes of structural damage, which cause earthquake weaknesses in these buildings.
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    Structural damage evaluation of mosques and minarets in Adiyaman due to the 06 February 2023 Kahramanmaras earthquakes
    (Pergamon-Elsevier Science Ltd, 2023) Işık, Ercan; Avcıl, Fatih; Arkan, Enes; Büyüksaraç, Aydın; Izol, Rabia; Topalan, Mustafa
    This paper evaluates the failures of masonry and RC minarets and mosques during the February 06, 2023, Kahramanmaras, earthquakes. Two big independent earthquakes (Mw = 7.7 and Mw = 7.6), which can be called the disaster of the century for Turkey and occurred at nine-hour intervals, caused a lot of loss of life and destruction in the region where approximately 16% of the country's population lived. It has been observed that the accelerations obtained from many stations exceed the response spectrum values predicted by the Turkish Building Earthquake Code (TBEC). Numerous aftershocks occurred after the earthquakes. The main purpose of the study is to investigate the field and evaluate the structural damages of 27 different mosques and minarets in Adiyaman province, which is one of the provinces with significant losses after these earthquakes and is located on the Eastern Anatolian Fault Zone (EAFZ). Significant structural damage and total collapses occurred in mosques and minarets, which were built in masonry and reinforced concrete style, as in other types of structures. However, due to the occurrence time of the earthquakes, no loss of life caused by these structures was experienced. Very few of the mosques and minarets examined in this study behaved like earthquake-resistant structures without any damage. As a result of the field investigations, the main reason for the damages in such structures is that they were built by local masters without any engineering service.