In the study, the Active Fault Map of Turkey renewed by the Mining Exploration and Research [16] as seismic sources and earthquake catalogs compiled by different organizations from the historical and instrumental period (before and after 1900) earthquakes were used. Area source and linear and spatially smoothed seismic source models are combined with equal weight while creating seismic source models. The earthquake hazard maps in the reference rock environment were produced for 43-, 72-, 475-, and 2475-year recurrence periods by using all the data obtained [11; 14; 17; 18; 19]. As a result, the Turkey Earthquake Zone Map evolved into the name of Turkey Earthquake Hazard Maps in 1996.The Turkish Earthquake Hazard Map started to be used in the recently updated code instead of defined seismic zones. The site-specific seismic hazard evaluation is the main advantage of the new seismic code. The earthquake parameters obtained from regions differentiated via large-scale zoning by previous code are selected locally through the new code. It is worth to mention that this update yields more reasonable evaluations in structural performance. The Turkish Earthquake Hazard Map was updated based on the building code came into force in 2019. In general, parameters such as seismicity elements, fault and fault groups in the region, characteristics of faults, the distance of the structure to faults, earthquake history of the studied region, and characteristics of earthquakes are considered [11; 14; 15]. It is well known that these parameters vary according to geographic locations. In addition, local ground conditions were included in the new code with different names. It is clear that local soil conditions directly affect the seismic behavior of buildings. Another parameter that should be considered in earthquake-resistant structure design is the structural characteristics. Earthquake damages show that these three parameters should be used together to reduce the damage level. The design spectrum can be obtained by combining local soil conditions and seismicity elements of the region. Local ground conditions significantly affect the design spectrum. Additionally, changes in the spectrum also affect the target displacements of structures [20; 21; 22; 23]. The building performance and damage estimate better reflect the buildings' values, which did not meet the target displacement [24]. To perform building design and evaluation, the region's local soil conditions and seismicity elements should be known accurately. Turkish Earthquake Hazard Map Interactive Web Application (TEHMIWA) has become available for the computation of earthquake parameters used in structural analyses for any geographic location since the beginning of 2019 [6; 25]. These parameters are obtained through this web application by choosing the region's local ground conditions and earthquake ground motion level in interest. The effect of local soil conditions on the design spectra according to the previous and updated earthquake regulations for eight provincial centers in the Aegean region was examined by [PERSON] (2020) [26]. [PERSON] et al. [27] made a comparison of the design spectra for different soil classes for four different provinces, taking into account the last two regulations and maps. [PERSON] et al., 2018 [11] evaluated the seismic hazard maps of Turkey. The comparison of the spectral acceleration coefficient for all cities in Turkey was performed by [PERSON] (2020) [28] using two regulations. [PERSON] et al., 2019 [29] performed seismic hazard analysis for Marmara Region according to new data. [PERSON] et al. [30] performed seismic analysis for Marmara Region, and they determined a good agreement with the updated Turkish Earthquake Hazard Map. They made the comparisons for five major cities of the region. The studies generally include seismic hazard analysis and comparison of design spectrum in the light of updated data. There are no structural analyses in any of these studies according to the updated hazard map.