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    Probabilistic Seismic Hazard Analysis of the Izmir Bay Area
    (Springer Science and Business Media Deutschland GmbH, 2024) Albayrak, Kubilay; Askan, Ayşegül; Karagöz, Özlem; Tan, Onur
    Probabilistic Seismic Hazard Analysis (PSHA) is an analysis that quantifies the probability of exceedance or the rate of various ground motion levels at a specific site or an area by using all the possible earthquakes. Since earthquakes are very intense in specific regions, it is important to identify the seismicity level of these areas. The Izmir Bay area is believed to be one of the most critical areas in Türkiye in terms of high seismicity. So, PSHA of the Izmir Bay area was constructed by using 34 SPAC locations which are used to obtain the average shear wave velocity of the upper 30 m (VS30). The diameter of the area to identify the seismic sources is selected as 200 km. Since PSHA mainly results in Peak Ground Acceleration (PGA) values as a quantifier of ground motion intensity measurement, PGA values are based on 15 different periods. Moreover, Response Spectrum results are based on 50-, 100-, 475-, 975-, and 2475-year recurrence intervals for mean in terms of 16%, 50%, and 84% quantiles. Finally, the seismicity contour maps based on 475- and 2475-year recurrence intervals are prepared based on PGA values to visualize the resulting seismicity of the specified region. Since the Izmir Bay area is mainly comprised of low VS30 values, the results of this study are believed to be important to take precautions for disaster resilience considerations.
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    The 2017 Lesvos (Midilli) earthquake (Mw 6.3): Earthquake hazard implications from source modeling, numerical waveform simulation with regional 1D velocity structure and static stress field
    (Pergamon-Elsevier Science Ltd, 2025) Karagoz, Ozlem; Tan, Onur
    We investigate the earthquake hazard of Lesvos Island and the Turkish coast, considering the source mechanism and rupture propagation of the June 12, 2017 Lesvos (Midilli) mainshock (Mw 6.3), its numerical waveform simulations with regional new 1D deep velocity structures, relocated seismicity, and crustal stress loading due to the destructive earthquakes. The teleseismic body waveform inversion indicates that the strike, dip, and rake of the fault are 127 degrees, 47 degrees, and -97 degrees, respectively. The depth is 9 km, and the seismic moment is 3.4 x 10(25) dyne cm. The mainshock ruptures a 12 x 15 km(2) area with a maximum 1.9 m slip and 3.4 MPa average stress drop. The previous rupture models are evaluated with simulated broadband (0.05-10 Hz) ground motions based on the discrete wavenumber method, considering shallow soil amplifications. The S-wave velocity models used in the simulations between the mainshock and stations are defined with the multiple-filter method. Our bilateral rupture propagation model gives better fits for the waveform arrivals and Fourier spectrum. The waveforms' frequency with the highest horizontal amplitude is similar to 3 Hz, which agrees with the soil fundamental frequency in Vrissa village. It is concluded that the damage in Vrissa is caused by the soil structure, not rupture propagation. The earthquake clusters in the north and south of Lesvos agree with a right-lateral synthetic shear if the Psara-Lesvos and Agia-Paraskevi faults are considered the principal displacement zone of a SW-NE right-lateral strike-slip shear zone. The results infer the possibility of continuing the earthquake hazard for Lesvos Island and the western coast of T & uuml;rkiye.
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    Öğe
    The neglected Istanbul earthquakes in the North Anatolian Shear Zone: tectonic implications and broad-band ground motion simulations for a future moderate event
    (Oxford University Press, 2023) Tan, Onur; Karagöz, Özlem; Ergintav, Semih; Duran, Kemal
    Istanbul (Marmara Region, NW Turkey) is one of the megacities in the world and suffered from destructive earthquakes on the North Anatolian Fault, a member of the North Anatolian Shear Zone, throughout history. The 1999 Kocaeli and Duzce earthquakes emphasize the earthquake potential of the fault, crossing the Sea of Marmara, and the importance of seismic hazards in the region. The studies in the last 20 yr have concentrated on the main fault and its future destructive earthquake potential. In this study, unlike the previous ones, we focus on the two main topics about the earthquakes not interested previously in Istanbul: (1) Investigating recent earthquake activity masked by the blasts in the metropolitan area and its tectonic implications, (2) revealing their effects in Istanbul utilizing numerical ground motion simulations for a future moderate event (M-w 5). First, the 386 earthquakes from 2006 to 2016 are relocated with the double-difference method using the dense seismic network operated in the same period. The source mechanisms of the events (M-L >= 3), including the most recent 2021 Kartal-Istanbul earthquake (M-L 4.1), are determined. In addition to the analysis of the recent seismic activity, the location of the two moderate and pre-instrumental-period Istanbul earthquakes, which occurred in 1923 (M-w 5.5) and 1929 (M-w 5.1), are revised. Using the relocated epicentres outside of the principal deformation zone and the fault plane solutions, the roles of the earthquakes in the stress regime of the Marmara region are explained. The epicentres on the Cenozoic or Palaeozoic formation in the Istanbul-Zonguldak Zone are interpreted as the re-activation of the palaeo-structures under the recent tectonic stresses, and their fault plane solutions agree with the synthetic/antithetic shears of a transtensional regime corresponding to the right lateral strike-slip system with mainly N-S extension in the Marmara Region. In the second part, we investigate the effects of moderate scenario events (M-w 5) considering the current earthquake epicentres in the Istanbul metropolitan area, using characterized earthquake source model and 1-D velocity structure verified with the broad-band (0.1-10 Hz) numerical ground motion simulation of the 2021 Kartal-Istanbul earthquake. The simulated PGAs agree with the ground-motion prediction equations for short epicentral distances (<30 km). Furthermore, according to the empirical relation for Turkish earthquakes, the maximum PGA value of the synthetic models (similar to 0.3 g) corresponds to the felt intensity of MMI IX. The simulated spectral accelerations for the M-w 5 earthquake scenarios may exceed the design spectrum between 0.2 and 0.6 s given in the Turkish Building Earthquake Code (2018). In addition, certain models also generate spectral accelerations close to the design-level spectrum between 0.4 and 1 s, leading to resonance phenomena. The results indicate that a moderate event (M-w 5) in the Istanbul metropolitan area is capable of damage potential for the mid-rise buildings (4-10 stories) because of the site condition with resonance phenomena and poor construction quality.