[1] Tremblay, R., Dehghani, M., Fahnestock, L., Herrera, R., Canales, M., Clifton, C., and Hamid, Z. (2016), “Comparison of seismic design provisions for buckling restrained braced frames in Canada, United States, Chile, and New Zealand”, In Structures, 8, pp.183-196.
[2] Montuori, R., Nastri, E., and Tagliafierro, B. (2019), “An optimal seismic force pattern for uniform drift distribution”, Buildings, 9(11), p.231.
[3] Mousavi, S.A., Zahrai, S.M., and Pasand, A.A. (2021), “Drift-based seismic design procedure for Buckling Restrained Braced Frames”, In Structures, 30, pp.62-74.
[4] Erochko, J., Christopoulos, C., Tremblay, R., and Choi, H. (2011), “Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05”, Journal of Structural Engineering, 137(5), pp.589-599.
[5] Zsarnóczay, Á., and Vigh, L.G. (2017), “Effective design measures against soft story development in buckling restrained braced frames”, In 16th World Conference on Earthquake Engineering, 16WCEE, 4356.
[6] Razavi, S.A., and Moeini, M.E. (2025), “Multi-level response modification factor assessment in conventional and reduced length buckling-restrained braced frames”, In Structures, 72, p.108218.
[7]استاندارد ۲۸۰۰، (۱۳۹۴)، آییننامه طراحی ساختمانها در برابر زلزله (ویرایش چهارم)، مرکز تحقیقات راه، مسکن و شهرسازی.
[8] ASCE, (2022) "Minimum Design Loads for Buildings and Other Structures, ASCE 7-22", American Society of Civil Engineers.
[9] Ahmed, M.M., Abdo, M.A.B., and Mohamed, W.A.E.W. (2021), “Evaluation of seismic response modification factor (r) for moderate-rise rc buildings with vertical irregular configurations”.
[10] Mohamed, F.A., Putra, E., and Al-Ani, A. (2024), “Response modification factor (R): A review of its dependency on structural configuration and height”, IOP Conference Series: Earth and Environmental Science, 357(1), p.012003.
[11] Binici, B., Yakut, A., Kadas, K., Demirel, O., Akpinar, U., Canbolat, A., Yurtseven, F., Oztaskin, O., Aktas, S., and Canbay, E. (2023), “Performance of RC buildings after Kahramanmaraş Earthquakes: lessons toward performance based design”, Earthquake Engineering and Engineering Vibration, 22(4), pp.883-894.
[12] Bruneau, M., Uang, C.M., and Whittaker, A.S., (1998), “Ductile design of steel structures”, 389, New York: McGraw-Hill.
[13] مبحث ششم مقررات ملی ساختمان، (۱۳۹۸)، بارهای وارد بر ساختمان، دفتر تدوین مقررات ملی ساختمان.
[14] Tremblay, R., Bolduc, P., Neville, R., and DeVall, R. (2006), “Seismic testing and performance of buckling-restrained bracing systems”, Canadian Journal of Civil Engineering, 33(2), pp.183-198.
[15] Federal Emergency Management Agency. (2009), “Quantification of Building Seismic Performance Factors” (FEMA P-695). Applied Technology Council.
[16] Freeman, S.A. (1990), “On the correlation of code forces to earthquake demands”, In Proceedings of 4th US–Japan workshop on Improvement of Building Structural Design and Construction Practices, ATC-15-3 Report. Redwood City, California.
[17] Mwafy, A.M., and Elnashai, A.S. (2002), “Calibration of force reduction factors of RC buildings”, Journal of Earthquake Engineering, 6(02), pp.239-273.
[18] Applied Technology Council. (1995), A critical review of current approaches to earthquake-resistant design. ATC-34. Redwood City, CA: Applied Technology Council.
[19] Uang, C.M. (1991), “Establishing R (or R w) and C d factors for building seismic provisions”, Journal of Structural Engineering, 117(1), pp.19-28.
[20] Asgarian, B., and Shokrgozar, H.R. (2009), “BRBF response modification factor”, Journal of constructional steel research, 65(2), pp.290-298.
[21] Vaez, S.R.H., and Sarvdalir, S. (2018), “Reliability-based optimization of one-bay 2-D steel frame”, KSCE Journal of Civil Engineering, 22(7), pp.2433-2440.
[22] Cornell, C.A. (1969), “A probability-based structural code”, In Journal Proceedings, 66(12), pp.974-985.
[23] Ali Razavi, S., and Shirjani, R. (2023), “Optimum Design of BRB Frame Based on Drift Uniformity, Structure Weight, and Seismic Parameters Using Nonlinear Time History Analysis”, In Optimization Methods for Structural Engineering, pp.95-119. Singapore: Springer Nature Singapore.
[24] Oh, K., Lee, K., Chen, L., Hong, S.B., and Yang, Y. (2015), “Seismic performance evaluation of weak axis column-tree moment connections with reduced beam section”, Journal of Constructional Steel Research, 105, pp.28-38..
[25] Razavi, S.A., Kianmehr, A., Hosseini, A., and Mirghaderi, S.R. (2018), “Buckling-restrained brace with CFRP encasing: Mechanical behavior and cyclic response”, Steel and Composite Structures, An International Journal, 27(6), pp.675-689.