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Research Article

Seismic Response of Byzantine Land Walls and Restoration Approaches

ORCID Icon, ORCID Icon & ORCID Icon
Pages 6828-6846 | Received 31 Mar 2020, Accepted 02 May 2021, Published online: 20 May 2021

References

  • AFAD. 2018. Republic of Turkey Ministry of Interior Disaster and Emergency Management Authority, 2018. Turkey seismic code.
  • AFAD. 2019. Republic of Turkey Ministry of Interior Disaster and Emergency Management Authority. Turkey seismic risk maps interactive web application. Accessed 24 December 2019https://tdth.afad.gov.tr/TDTH/main.xhtml
  • Chácara, C., N. Mendes, and P. B. Lourenço. 2017. Simulation of shake table tests on out-of-plane masonry buildings. Part (IV): Macro and micro FEM based approaches. International Journal of Architectural Heritage 11 (1): 103–16. doi: 10.1080/15583058.2016.1238972.
  • Computers & Structures Inc., 2014. SAP2000 v14, software. Accessed 5 February 2020 https://www.csiamerica.com/
  • Federal Emergency Management Agency (FEMA). 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings (FEMA356) (Vol. 7).
  • Ignatakis, C., G. Penelis, and E. Stavrakakis. 1993. Mechanical characteristics of Ancient Roman Masonry. Proceedings of IABSE Symposium, 433–40. Rome.
  • Kamal, O. A., G. A. Hamdy, and T. S. El-Salakawy. 2014. Nonlinear analysis of historic and contemporary vaulted masonry assemblages. HBRC Journal 10 (3): 235–46. doi: 10.1016/j.hbrcj.2013.11.004.
  • Kaushik, H. B., D. C. Rai, and S. K. Jain. 2007. Uniaxial compressive stress-strain model for clay brick masonry. Current Science 92 (4): 497–501.
  • Lagomarsino, S., A. Penna, A. Galasco, and S. Cattari. 2013. TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings. Engineering Structures 56: 1787–99. doi: 10.1016/j.engstruct.2013.08.002.
  • Langenbach, R. 2007. From “Opus Craticium” to the “Chicago frame”: Earthquake-resistant traditional construction. International Journal of Architectural Heritage 1 (1): 19–59. doi: 10.1080/15583050601125998.
  • Lourenco, P. B. (1996). Computational strategies for masonry structures, Ph.D. Thesis. Delft University, Netherland.
  • Özen, G. Ö. (2006). Comparison of elastic and inelastic behavior of historic masonry structures at the low load levels, M.S. Thesis. Middle East Technical University, Turkey.
  • The Directorate General of Foundations of Turkey. 2017. Guidelines for Seismic Risk Management of Historic Structures.
  • Turnbull, S. 2012. The walls of Constantinople AD 324-1453. Bloomsbury Publishing. Oxford, United Kingdom.
  • Valente, M., G. Barbieri, and L. Biolzi. 2017. Seismic assessment of two masonry Baroque churches damaged by the 2012 Emilia earthquake. Engineering Failure Analysis 79 (May): 773–802. doi: 10.1016/j.engfailanal.2017.05.026.
  • Valente, M., and G. Milani. 2018. Seismic response and damage patterns of masonry churches: Seven case studies in Ferrara, Italy. Engineering Structures 177 (October): 809–35. doi: 10.1016/j.engstruct.2018.08.071.
  • Valente, M., and G. Milani. 2019a. Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions. Engineering Failure Analysis 103 (February): 410–30. doi: 10.1016/j.engfailanal.2019.05.009.
  • Valente, M., and G. Milani. 2019b. Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle. Engineering Failure Analysis 99: 292–309. doi: 10.1016/j.engfailanal.2019.02.008.
  • Van Millingen, A. 1899. Byzantine Constantinople: The walls of the city and adjoining historical sites. J. Murray. London.
  • Yousefi, B., and M. Soltani. 2019. An equivalent fiber frame model for nonlinear analysis of masonry structures. International Journal of Architectural Heritage: 1–25. doi: 10.1080/15583058.2019.1638993.

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