[
Ahunbay, Z., Altay, G., Arun, G., Aydemir, O., Atasagun, F. D., Celep, Z., Erberik, M. Altug, İlki, A., Kuran, F., Ünal, Z. G., Aköz, F., Olgun, N., Şimşek, M., Kaya, Y., and Uçar, Y. (2017). The Turkish Guideline for Earthquake Risk Management of Historical Structures, International Symposium on Conservation and Consolidation of Historical Structures.
]Search in Google Scholar
[
Amasya Govenorship (2007). Amasya İl Yıllığı. (Amasya City Yearbook) Amasya.
]Search in Google Scholar
[
ANSYS Solid186. Retrieved from https://www.mm.bme.hu/~gyebro/files/ans_help_v182/ans_elem/Hlp_E_SOLID186.html (Access Date: 04.08.2020)
]Search in Google Scholar
[
ANSYS (2019). USA: Inc. Products 2019 R1.
]Search in Google Scholar
[
Borri, A., and Corradi, M. (2018). Structural Engineers vs. Conservators, Safety vs. Preservation: Problems, Doubts, and Proposals Structural Engineers vs. Conservators, Safety vs.. Preservation: Problems, Doubts, and Proposals (October).
]Search in Google Scholar
[
Boschi, S., Borghini, A., Pintucchi, B., and Zani, N. (2018). Seismic vulnerability of historic masonry buildings: A case study in the center of Lucca. Procedia Structural Integrity, 11, 169-176. doi:10.1016/j.prostr.2018.11.023.10.1016/j.prostr.2018.11.023
]Search in Google Scholar
[
Casapulla, C., Maione, A., and Argiento, L. U. (2014). A simplified approach for the seismic vulnerability assessment: application to a masonry building in Naples. Proc. 9th International Conference on Structural Analysis of Historical Constructions (SAHC14)(October), 1-13. doi:10.13140/2.1.3365.1207.
]Search in Google Scholar
[
Castori, G., Corradi, M., Borri, A., Sisti, R., and De Maria, A. (2019). Macro element and dynamic seismic analysis of the medieval government building of Perugia, Italy. 4(4), 297-311. doi:10.1504/IJMRI.2019.102529.10.1504/IJMRI.2019.102529
]Search in Google Scholar
[
Celep, Z. (2017). Deprem Mühendislğine Giriş ve Depreme Dayanıklı Yapı Tasarımı (Introduction to Earthquake Engineering and Earthquake Resistant Structural Design). İstanbul.
]Search in Google Scholar
[
Cosgun, C. (2012). Seismic Behaviour and Retrofit of Historic Masonry Minaret. Journal of the Croatian Association of Civil Engineers, 64(1), 39-45. doi:10.14256/jce.629.2011.10.14256/JCE.629.2011
]Search in Google Scholar
[
Çakır, F. and Koçyiğit, F. (2016). Architectural and Structural Analysis of Historical Structures. Gradevinar, 68(7), 571-580. doi:10.14256/JCE.1182.2014.10.14256/JCE.1182.2014
]Search in Google Scholar
[
D’Altri, A. M., Sarhosis, V., Milani, G., Rots, J., Cattari, S., Lagomarsino, S., Sacco E., Tralli, A., Castellazzi, G., and De Miranda, S. (2019). Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification. Archives of Computational Methods in Engineering, 1-61. doi:10.1007/s11831-019-09351-x.10.1007/s11831-019-09351-x
]Search in Google Scholar
[
D’Amato, M., Laterza, M., and Diaz Fuentes, D. (2020). Simplified Seismic Analyses of Ancient Churches in Matera’s Landscape. International Journal of Architectural Heritage, 14(1), 119-138. doi:10.1080/15583058.2018.1511000.10.1080/15583058.2018.1511000
]Search in Google Scholar
[
Degli Abbati, S., D’Altri, A. M., Ottonelli, D., Castellazzi, G., Cattari, S., De Miranda, and S. Lagomarsino, S. (2019). Seismic assessment of interacting structural units in complex historic masonry constructions by nonlinear static analyses. Computers and Structures, 213(December), 51-71. doi: 10.1016/j.compstruc.2018.12.001.10.1016/j.compstruc.2018.12.001
]Search in Google Scholar
[
Enea, M., and Yavuz, Y. (2013). Strengthening and Restoration of Historical Structures—Mirahor Ilyas Beg Mosque in Korça. Journal of Literature and Art Studies, 3(12). doi:10.17265/2159-5836/2013.12.007.10.17265/2159-5836/2013.12.007
]Search in Google Scholar
[
Ferrero, C., Lourenço, P. B., and Calderini, C. (2020). Nonlinear modeling of unreinforced masonry structures under seismic actions: Validation using a building hit by the 2016 central Italy earthquake. Frattura ed Integrita Strutturale, 14(51), 92-114. doi:10.3221/IGF-ESIS.51.08.10.3221/IGF-ESIS.51.08
]Search in Google Scholar
[
Fuentes, D. D., Baquedano Julià, P. A., D’Amato, and M., Laterza, M. (2019). Preliminary Seismic Damage Assessment of Mexican Churches after September 2017 Earthquakes. International Journal of Architectural Heritage (June). doi:10.1080/15583058.2019.1628323.10.1080/15583058.2019.1628323
]Search in Google Scholar
[
Gabriel, A. (1931). Monuments Turcs d’Anatolie: Amasya-Tokat-Sivas. Paris: E. de Boccard.
]Search in Google Scholar
[
Karanikoloudis, G., Lourenço, P. B., Alejo, and L. E., Mendes, N. (2020). Lessons from Structural Analysis of a Great Gothic Cathedral: Canterbury Cathedral as a Case Study. International Journal of Architectural Heritage, 00(00), 1-30. doi:10.1080/15583058.2020.1723736.10.1080/15583058.2020.1723736
]Search in Google Scholar
[
Lourenço, P. B. (2008). Structural Masonry Analysis: Recent Developments and Prospects. Journal of Chemical Information and Modeling, 53(2004), 160-160. doi:10.1017/CBO9781107415324.004.10.1017/CBO9781107415324.004
]Search in Google Scholar
[
Masciotta, M. G., Ramos, L. F., and Lourenço, P. B. (2017). The importance of structural monitoring as a diagnosis and control tool in the restoration process of heritage structures: A case study in Portugal. Journal of Cultural Heritage, 27(October 2019), 36-47. doi:10.1016/j.culher.2017.04.003.10.1016/j.culher.2017.04.003
]Search in Google Scholar
[
Milani, G., Shehu, R., and Valente, M. (2017). Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting. Procedia Engineering, 195, 40-47. doi:10.1016/j.proeng.2017.04.52110.1016/j.proeng.2017.04.521
]Search in Google Scholar
[
Peker, A. U. (2007). Amasya Sultan II. Beyazıd Külliyesi. Tasarım Merkezi Dergisi(Ocak), 26-33.
]Search in Google Scholar
[
Perez, I., Vasconcelos, G., and Lourenço, P. (2019). Geometrical characterization of Yucatan churches.10.2749/guimaraes.2019.0802
]Search in Google Scholar
[
Ramírez, R., Mendes, N., and Lourenço, P. B. (2019). Diagnosis and Seismic Behavior Evaluation of the Church of São Miguel de Refojos (Portugal). Buildings, 9(6), 138-138. doi:10.3390/buildings9060138.10.3390/buildings9060138
]Search in Google Scholar
[
Roque, J., Oliveira, D. V., Ferreira, T. M., and Lourenço, P. B. (2019). Nonlinear Dynamic Analysis for Safety Assessment of Heritage Buildings: Church of Santa Maria de Belém. Journal of Structural Engineering (United States), 145(12), 1-17. doi:10.1061/(ASCE)ST.1943-541X.0002437.10.1061/(ASCE)ST.1943-541X.0002437
]Search in Google Scholar
[
Saba, M., and Meloni, D. (2018). Comparación de modelos sísmicos para un edificio histórico en mampostería. Revista UIS Ingenierías, 17(2), 105-114. doi:10.18273/revuin.v17n2-2018010.10.18273/revuin.v17n2-2018010
]Search in Google Scholar
[
Sözen, Ş., and Çavuş, M. (2019). Assessment of the Seismic Performance of a Historical Building Reinforced with Steel Buttress. KSCE Journal of Civil Engineering, 23(7), 3113-3121. doi:10.1007/s12205-019-2269-2.10.1007/s12205-019-2269-2
]Search in Google Scholar
[
Şeker, B. Ş., Çakır, F., Doğangün, A. and Durmuş, A. (2015). Investigation of Structural Behaviour of Historical Erzurum Lala Pasha Mosque Using Finite Element Method. Pamukkale University Journal of Engineering Sciences, 21(3), 82-87.10.5505/pajes.2014.57441
]Search in Google Scholar
[
Tanyeli, G. (2017). “Hiçbir üstad böyle kar etmemişdir” Osmanlı İnşaat Teknolojisi Tarihi: Akın Nalça. (Ottoman Construction Technology History).
]Search in Google Scholar
[
URL1. (2020). Sultan II. Beyazit Mosque Theological College Amasya. Retrieved from https://www.tripadvisor.com.tr/LocationPhotoDirectLink-g1600795-d3688995-i255669009-Sultan_II_Beyazit_Mosque_Theological_College-Amasya_Amasya_Province.html.
]Search in Google Scholar
[
URL2. (2019). Turkey Earthquake Risk Map. Retrieved from https://deprem.afad.gov.tr/deprem-tehlike-haritasi
]Search in Google Scholar
[
URL3. (2019). Retrieved from https://deprem.afad.gov.tr/ (Access Date: 07.09.2020).
]Search in Google Scholar