FIRST-LEVEL SEISMIC RISK ASSESSMENT OF REINFORCED CONCRETE PUBLIC BUILDINGS CONSIDERING HILLTOP AND SLOPE EFFECTS IN SAMSUN, TÜRKIYE
DOI:
https://doi.org/10.58225/sw.2026.1-101-115Keywords:
Rapid Seismic Assessment, Reinforced Concrete, Samsun; Building Performance Score, Structural IrregularitiesAbstract
Rapid seismic risk assessment methods are critical for mitigating disasters in seismically active regions. This study presents the first-level seismic assessment methodology applied to reinforced concrete buildings within Samsun Province, Türkiye. The evaluation relies on a multi-parameter scoring system that accounts for structural typology, building age, and various architectural irregularities. By analyzing key parameters—such as soft stories, heavy overhangs, short columns, and pounding effects—this method provides a rapid, efficient framework for identifying high-risk structures. The findings provide a basis for urban resilience planning and prioritization of buildings requiring detailed seismic evaluation.
- Views
- 164
- Downloads
- 103
References
[1] S. Özdemir, Seismic Evaluation Methods and Applications of Public Buildings [in Turkish], M.S. thesis, Samsun, Türkiye, 2019.
[2] A. Kasimzade, M. Erdik, T. Kundu, H. Sucuoğlu, and P. Clemente, Eds., Earthquake Resistant Design, Protection, and Performance Assessment in Earthquake Engineering, vol. 54. Cham, Switzerland: Springer Nature, 2024. DOI: https://doi.org/10.1007/978-3-031-65407-7
[3] A. A. Kasımzade, E. Şafak, E. C. Ventura, F. Naeim, and Y. Mukai, Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering: Recent Developments. Cham, Switzerland: Springer, 2018. ISBN: 978-3-319-93156-2.
[4] A. A. Kasimzade et al., “Economic evaluation of 2000 Baku earthquake impact in view of building features,” Construction Economics and Management, vol. 32, no. 3, pp. 191–206, 2025.
[5] A. A. Kasimzade et al., “System identification for non-destructive assessment of structures: Lessons learned,” in Communications in Computer and Information Science, vol. 2225. Cham, Switzerland: Springer Nature, 2025, pp. 235–250. DOI: https://doi.org/10.1007/978-3-031-73417-5_18
[6] A. A. Kasimzade and E. Nematli, “New structural seismic isolation system for tower structures,” in Geotechnical, Geological and Earthquake Engineering, vol. 54. Cham, Switzerland: Springer Nature, 2024. DOI: https://doi.org/10.1007/978-3-031-65407-7_1
[7] A. A. Kasimzade et al., “Novel approach on mathematical modelling and numerical evaluation of the seismic protection of structural dynamic systems,” Mathematical Methods in the Applied Sciences, 2024.
[8] A. A. Kasımzade et al., “The contribution of natural seismic base isolation on the durability of traditional Japanese structures,” in Geotechnical, Geological and Earthquake Engineering, vol. 54. Cham, Switzerland: Springer Nature, 2024. DOI: https://doi.org/10.1007/978-3-031-65407-7_3
[9] A. A. Kasimzade et al., “The new criterion on performance-based seismic design with application to high-rise building,” in Geotechnical, Geological and Earthquake Engineering, vol. 54. Cham, Switzerland: Springer Nature, 2024. DOI: https://doi.org/10.1007/978-3-031-65407-7_11
Published
Issue
Section
License
Copyright (c) 2026 Humberto Varum, Azer Kasımzade, Aytaj Aliyeva (Author)
This work is licensed under a Creative Commons Attribution 4.0 International License.
