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    3D modelling and structural investigation of the central Volcanics in Slovakia using magnetic data
    (2013) Bektaş, Özcan; Büyüksaraç, Aydin; Rozimant, Kamil
    The Central volcanics, located in central part of Slovakia, is characterized by intense andesitic volcanic activity that resulted in the formation of stratavolcanoes and dome complexes of Middle and Late Miocene age. The basement area has been affected tectonically resulting in the formation of horst and graben structures. The Central Slovakian Volcanic Field (CSVF) exhibits a very complex magnetic anomaly. A 3-km upward continued magnetic map indicates a deep-seated source for this magmatism. The pseudogravity transformation of the upward continued anomaly has also been constructed. This anomaly was modelled by a 3D-method. The anomalous body lies between the depths of 4.4 to 8.5 km beneath the surface of the CSVF. Volcanic structures and some lineaments are presented on the maxima of the horizontal gradient of the pseudogravity anomaly map. They are well correlated with the structural map of CSVF.
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    A Study on the Determination of Damage Levels in Reinforced Concrete Structures during the Kahramanmaras Earthquake on February 06, 2023
    (EDP Sciences, 2023) Isik, Ercan; Shendkar, Mangeshkumar R.; Avcil, Fatih; Büyüksaraç, Aydin; Deshpande, Sandip S.
    Planning for settlement and urban redevelopment following disastrous earthquakes depends on the early detection and control of structural damage. The first damage assessment to be made immediately after the earthquake should be done as practically and quickly as possible. Within the scope of the study, the general causes of damage to the reinforced-concrete buildings in the region affected by the Kahramanmaras earthquake couple dated 06 February 2023, which can be called the disaster of the century for Türkiye, and the first damage assessments were made using the European Macroseismic Scale (EMS-98) for 30 different reinforced concrete structures. This method gives six different building examples for each of the five different damage levels. Considering the buildings used in damage level, information is given about the causes and consequences of the damage. In general, it is the main cause of insufficient reinforced concrete frame damage as well as the effects of structural negativities such as soft storey, short columns, etc. © ICSTCE 2023
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    Öğe
    Erratum to: Assessment of potential seismic hazard and site effect in Antakya (Hatay Province), SE Turkey(Environ Earth Sci, (2010), 10.1007/s12665-010-0525-3)
    (Springer Verlag, 2011) Över, Semir; Büyüksaraç, Aydin; Bektas, Özcan; Filazi, Ahmet
    [No abstract available]