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A Comparative Probabilistic Seismic Hazard Analysis for Eastern Turkey (Bitlis) Based on Updated Hazard Map and Its Effect on Regular RC Structures

  • Determining the earthquake hazard of any settlement is one of the primary studies for reducing earthquake damage. Therefore, earthquake hazard maps used for this purpose must be renewed over time. Turkey Earthquake Hazard Map has been used instead of Turkey Earthquake Zones Map since 2019. A probabilistic seismic hazard was performed by using these last two maps and different attenuationDetermining the earthquake hazard of any settlement is one of the primary studies for reducing earthquake damage. Therefore, earthquake hazard maps used for this purpose must be renewed over time. Turkey Earthquake Hazard Map has been used instead of Turkey Earthquake Zones Map since 2019. A probabilistic seismic hazard was performed by using these last two maps and different attenuation relationships for Bitlis Province (Eastern Turkey) were located in the Lake Van Basin, which has a high seismic risk. The earthquake parameters were determined by considering all districts and neighborhoods in the province. Probabilistic seismic hazard analyses were carried out for these settlements using seismic sources and four different attenuation relationships. The obtained values are compared with the design spectrum stated in the last two earthquake maps. Significant differences exist between the design spectrum obtained according to the different exceedance probabilities. In this study, adaptive pushover analyses of sample-reinforced concrete buildings were performed using the design ground motion level. Structural analyses were carried out using three different design spectra, as given in the last two seismic design codes and the mean spectrum obtained from attenuation relationships. Different design spectra significantly change the target displacements predicted for the performance levels of the buildings.zeige mehrzeige weniger

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  • Gefördert durch das Programm Open Access Publizieren der DFG und den Publikationsfonds der Bauhaus-Universität Weimar.

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Metadaten
Dokumentart:Artikel (Wissenschaftlicher)
Verfasserangaben:Dr.-Ing. Ehsan HarirchianORCiDGND, Dr.-Ing. Ercan IsikORCiD
DOI (Zitierlink):https://doi.org/10.3390/buildings12101573Zitierlink
URN (Zitierlink):https://nbn-resolving.org/urn:nbn:de:gbv:wim2-20221028-47283Zitierlink
URL:https://www.mdpi.com/2075-5309/12/10/1573
Titel des übergeordneten Werkes (Englisch):Buildings
Verlag:MDPI
Verlagsort:Basel
Sprache:Englisch
Datum der Veröffentlichung (online):30.09.2022
Jahr der Erstveröffentlichung:2022
Datum der Freischaltung:28.10.2022
Veröffentlichende Institution:Bauhaus-Universität Weimar
Institute und Partnereinrichtugen:Fakultät Bauingenieurwesen / Institut für Strukturmechanik (ISM)
Jahrgang:2022
Ausgabe / Heft:Volume 12, issue 10, article 1573
Seitenzahl:19
Erste Seite:1
Letzte Seite:19
Freies Schlagwort / Tag:OA-Publikationsfonds2022
Adaptive Pushover; Design Spectra; Seismic risk
GND-Schlagwort:Erbeben; Schwellenwert
DDC-Klassifikation:600 Technik, Medizin, angewandte Wissenschaften / 620 Ingenieurwissenschaften
BKL-Klassifikation:56 Bauwesen / 56.00 Bauwesen: Allgemeines
Open Access Publikationsfonds:Open-Access-Publikationsfonds 2022
Lizenz (Deutsch):License Logo Creative Commons 4.0 - Namensnennung (CC BY 4.0)