1. Arslan, M.H. and Korkmaz, H.H., 2007. What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey. Engineering Failure Analysis, 14(1), pp.1-22.
2. Dogan, M., 2013. Failure of structural (RC, masonry, bridge) to Van earthquake. Engineering Failure Analysis, 35, pp.489–498. doi: https://doi.org/10.1016/j.engfailanal.2013.05.010.
3. Zhao, B., Taucer, F. and Rossetto, T., 2009. Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China. Engineering Structures, 31(8), pp.1707–1723.
doi: https://doi.org/10.1016/j.engstruct.2009.02.039.
4. Rossetto, T., Peiris, N., Alarcon, J.E., So, E., Sargeant, S., Free, M., Sword-Daniels, V., Del Re, D., Libberton, C., Verrucci, E., Sammonds, P. and Faure Walker, J., 2010. Field observations from the Aquila, Italy earthquake of April 6, 2009. Bulletin of Earthquake Engineering, 9(1), pp.11–37. doi: https://doi.org/10.1007/s10518-010-9221-7.
5. Rossetto, T. and Peiris, N., 2009. Observations of damage due to the Kashmir earthquake of October 8, 2005 and study of current seismic provisions for buildings in Pakistan. Bulletin of Earthquake Engineering, 7(3), pp.681–699. doi: https://doi.org/10.1007/s10518-009-9118-5.
6. Yan, B., Liang, H. and Deng, L., 2010. Approach of the collapses of RC frame structure school buildings. doi: https://doi.org/10.1061/41096(366)249.
7. Park, R. and Paulay, T., 1975. Reinforced concrete structures. doi: https://doi.org/10.1002/9780470172834.
8. Masoudi, M. and Khajevand, S., 2020. Revisiting flexural overstrength in RC beam-and-slab floor systems for seismic design and evaluation. Bulletin of Earthquake Engineering, 18(11), pp.5309–5341. doi: https://doi.org/10.1007/s10518-020-00907-y.
9. Sezen, H., Altunisik, A.C., Arslan, M.E., Caglar, N., Demir, A., Bektas, N., Dilsiz, A., Gunay, S., Khalil, Z., Marinkovic, M., Safiey, A., Alam, M., Kijewski-Correa, T., Mosalam, K., 2023. "StEER 2022 Mw 6.1 Duzce, Turkey earthquake preliminary virtual reconnaissance report (PVRR)", in StEER - November 23, 2022, Duzce, Turkey, Mw 6.1 Earthquake. DesignSafe-CI. doi: https://doi.org/10.17603/ds2-8710-ad45 v1.
10. Vetr, M.G., Saeidian, M. and Naserpour, A., 2018. The main reasons for great damages of reinforced concrete buildings on 12th November 2017, Sarpol-e Zahab earthquake. Journal of Seismology and Earthquake Engineering, 20(3), pp.73–92. Available at: http://www.jsee.ir/article_240781.html [Accessed 26 Jan. 2024].
11. Iranian National Building Codes, Design and implementation of RC buildings, Part 9, 2013. [In Persian].
12. ACI 318-19, 2019. Building code requirements for structural concrete. Farmington Hill: American Concrete Institute.
13. Eurocodes.jrc.ec.europa.eu, n.d. Eurocode 8: Design of structures for earthquake resistance | Eurocodes: Building the future. [online] Available at: https://eurocodes.jrc.ec.europa.eu/EN-Eurocodes/eurocode-8-design-structures-earthquake-resistance
14. Dooley, L. and Bracci, J.M., 2001. Seismic evaluation of column-to-beam strength ratios in reinforced concrete frames. ACI Structural Journal, 98(6), pp.834–851.
15. Kuntz, G.L. and Browning, J., 2003. Reduction of column yielding during earthquakes for reinforced concrete frames. ACI Structural Journal, 100(5), pp.573–580.
16. Medina, R.A. and Krawinkler, H., 2005. Strength demand issues relevant for the seismic design of moment-resisting frames. Earthquake Spectra, 21(2), pp.415–439. doi: 10.1193/1.1896958.
17. Ibarra, L.F. and Krawinkler, H., 2005. Global collapse of frame structures under seismic excitations. [online] Library Catalog (Blacklight). Available at: https://searchworks.stanford.edu/view/dj885ym2486 [Accessed 26 Jan. 2024].
18. Haselton, C.B., Liel, A.B., Deierlein, G.G., Dean, B.S. and Chou, J.H., 2011. Seismic collapse safety of reinforced concrete buildings. I: Assessment of ductile moment frames. Journal of Structural Engineering, 137(4), pp.481–491. doi: https://doi.org/10.1061/(asce)st.1943-541x.0000318.
19. Pantazopoulou, S.J., Moehle, J.P. and Shahrooz, B.M., 1988. Simple analytical model for T-beams in flexure. Journal of Structural Engineering-ASCE, 114(7), pp.1507–1523. doi: https://doi.org/10.1061/(asce)0733-9445(1988)114:7(1507).
20. Tran-Nguyen, H.-H., Wong, H., Ragueneau, F. and Ha-Minh, C., 2017. Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures: CIGOS 2017, 26-27 October, Ho Chi Minh City, Vietnam. [online] Google Books. Springer. Available at: https://books.google.com/books?id=__06DwAAQBAJ&pg=PA15&lpg=PA15&dq=Effective+Slab+Width+for+Evaluating+Ultimate+Seismic+Capacities+of+Reinforced+Concrete+Buildings [Accessed 26 Jan. 2024].
21. Qi, X. and Pantazopoulou, S.J., 1991. Response of RC frame under lateral loads. Journal of Structural Engineering, 117(4), pp.1167–1188. doi: https://doi.org/10.1061/(asce)0733-9445(1991)117:4(1167).
22. Shin, M. and LaFave, J.M., 2004. Seismic performance of reinforced concrete eccentric beam-column connections with floor slabs. ACI Structural Journal, 101(3), May-June.
23. Ahmed, S.M., Gunasekaran, U. and MacRae, G.A., 2015. Analytical investigation on the seismic performance of slabs in RC frame joints. Magazine of Concrete Research, 67(22), pp.1179–1189. doi: https://doi.org/10.1680/macr.14.00132.
24. Ehsani, M.R. and Wight, J.K., 1985. Effect of transverse beams and slab on behavior of reinforced concrete beam-to-column connections. ACI Journal Proceedings, 82, pp.188–195. https://doi.org/10.14359/10327.
25. Durrani, A.J. and Wight, J.K., 1987. Earthquake resistance of reinforced concrete interior connections including a floor slab. ACI Structural Journal, 84, pp.400–406. https://doi.org/10.14359/1650.
26. Durrani, A.J. and Zerbe, H.E., 1987. Seismic resistance of R/C exterior connections with floor slab. Journal of Structural Engineering, 113(8), pp.1850–1864. doi: https://doi.org/10.1061/(asce)0733-9445(1987)113:8(1850).
27. Alaee, P., Li, B. and Cheung, P.P.C., 2015. Parametric investigation of 3D RC beam–column joint mechanics. Magazine of Concrete Research, 67(19), pp.1054–1069. doi: https://doi.org/10.1680/macr.15.00005.
28. Mahin, S.A., 2001. Seismic response of a building with a single wall. Structural Safety, 23(1), pp.1–14. doi: https://doi.org/10.1016/s0167-4730(01)00006-0.
29. Smith, J.W., 2000. Seismic performance of reinforced concrete columns. Journal of Structural Engineering-ASCE, 126(7), pp.824–833. doi: https://doi.org/10.1061/(asce)0733-9445(2000)126:7(824).
30. Wolf, A., 2013. "Design of seismic-resistant structures for multi-use applications." Journal of Structural Engineering, 139(8), pp.785–790. doi: https://doi.org/10.1061/(asce)st.1943-541x.0000797.
31. Richard, A., Rauf, M., Okamoto, H., 2020. Evaluating the seismic behavior of reinforced concrete shear walls: A computational study. Engineering Structures, 224, 111227. doi: https://doi.org/10.1016/j.engstruct.2020.111227.
32. Ahmad, N. and Rashed, M., 2012. Performance of reinforced concrete moment-resisting frames during seismic events. Construction and Building Materials, 36,pp.383-394. https://doi.org/10.1016/j.conbuildmat.2012.04.036.
33. Li, M., Li, Z., and Wang, J., 2011. Simulation of seismic performance of reinforced concrete frames using nonlinear analysis. Earthquake Engineering and Structural Dynamics, 40(3), pp.333–348. doi: https://doi.org/10.1002/eqe.1080.
34. Pujol, S., 2008. Modeling seismic behavior of reinforced concrete columns. Journal of Earthquake Engineering, 12(2), pp.223–244. doi: https://doi.org/10.1080/13632460801961527.
35. Pan, C., Zhang, Q., Zhang, H. and Lu, L., 2015. Seismic vulnerability analysis of reinforced concrete buildings. Engineering Structures, 91, pp.1–10. doi: https://doi.org/10.1016/j.engstruct.2015.03.008