Amiri, G., Razegh, H.R., & Doosti, L. (2016). Development of analytical fragility curves for Irans masonry school buildings. Sharif Journal of Civil Engineering, 31, 145-156.
ASCE. (2013). ASCE 41. Seismic rehabilitation of existing buildings. Virginia: Reston: American Society of Civil Engineers.
ATC. (1995). ATC-40 Report. Performance based seismic engineering of buildings. Sacramento, CA: Structural Engineers Association of California.
Basler, E. (1960). Untersuchungen über den Sicherheitsbegriff von Bauwerken. ETH Zurich.
Bazzurro, P., & Cornell, C.A. (1994). Seismic hazard analysis of nonlinear structures. II: Applications. Journal of Structural Engineering, 120(11), 3345-3365.
Beheshti, A., Masoumi Verki, A., & Rastegaran, M. (2014). Systematical approach to evaluate collapse probability of steel mrf buildings based on engineering demand and intensity measure. International Journal of Structural Analysis & Design, 14-18.
Berahman, F., & Behnamfar, F. (2007). Seismic fragility curves for un-anchored on-grade steel storage tanks: Bayesian approach. Journal of Earthquake Engineering, 11(2), 166-192.
BHRC. (2014). National Building Regulations (Subject 6), Loads on the building. Tehran, Iran: Office of National Building Regulations.
Cornell, C.A. (1969). A probability-based structural code. Journal of ACI, 66(12), 974-985.
Cornell, C.A., Jalayer, F., Hamburger, R.O., & Foutch, D.A. (2002). Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. Journal of Structural Engineering, 128(4), 526-533.
CSI. (2016). ETABS 16.2.0., Computers and Structures. Berkeley, California.
FEMA. (2000). FEMA356. Prestandardand commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency.
FEMA. (2009). Quantification of Building Seismic Performance Factors, FEMA P 695. Washington, D.C.: Federal Emergency Management Agency.
FEMA. (2020). Hazus Earthquake Model Technical Manual Hazus 4.2 SP3.
Ghasemi, S.H., & Nowak, A.S. (2017). Reliability index for non-normal distributions of limit state functions. Structural Engineering and Mechanics, 62(3), 365-372.
Kahrizi, M., & TahamouliRoudsari, M. (2020). Seismic performance of school buildings in 2017 Ezgeleh Earthquake, Iran. Bulletin of the New Zealand Society for Earthquake Engineering, 53(2), 70-82.
Kouhestanian, H., Pahlavan, H., Shafaei, J., & Shamekhi Amiri, M. (2021). Probabilistic seismic assessment of RC buildings considering soft and extreme soft story irregularities subjected to main shock-aftershock sequences. Amirkabir Journal of Civil Engineering, 53(2), 457-478.
Li, D., Zheng, Z., Tian, Y., Sun, J., He, X., & Lu, Y. (2017). Stochastic nonlinear vibration and reliability of orthotropic membrane structure under impact load. Thin-Walled Structures, 119, 247-255.
Management and Planning Organization. (2014). NO. 360. Instruction for Seismic Rehabilitation of Existing Buildings. Vice Presidency for Strategic Planning and Supervision. Islamic Republic of Iran.
Mohsenian, V., Asil Gharehbaghi, S., & Beheshti-Aval, S.B. (2016). Seismic reliability assessment of two case-study tunnel form buildings considering the effect of soil-structure interaction. Bulletin of Earthquake Science and Engineering, 3(3), 2-11.
Motlagh, Z.S., Dehkordi, M.R., Eghbali, M., & Samadian, D. (2020). Evaluation of seismic resilience index for typical RC school buildings considering carbonate corrosion effects. International Journal of Disaster Risk Reduction, 46.
PEER. PEER Ground Motion Database, Pacific Earthquake Engineering Research Center. Retrieved from http://peer.berkeley.edu.
Safi, M., Koolivand, M., Rasouli, M., & Ketabdari, H. (2020). Investigating the effect of probabilistic distribution of crack at the limit state on the seismic reliability of concrete buildings. Concrete Research, 13(4), 29-42.
Samadian, D., Ghafory-Ashtiany, M., Naderpour, H., & Eghbali, M. (2019). Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings. Soil Dynamics and Earthquake Engineering, 127.
Shome, N. (1999). Probabilistic Seismic Demand Analysis Of Nonlinear Structures. Stanford University.
Skrzypczak, I., Kujda, J., & Buda-Ożóg, L. (2017). The use of probabilistic methods in assessing the reliability of masonry structures. Procedia En-gineering, 193, 160-167.
Yazdani, A., Mehrabi Moghaddam, A., & Shahidzadeh, M. S. (2018). Parametric assessment of uncertainties in reliability index of reinforced concrete MRF structures using incremental dynamic analysis. Amirkabir Journal of Civil Engineering, 49(4), 755-7.
Zhang, H. (2018). Durability reliability analysis for corroding concrete structures under uncertainty. Mechanical Systems and Signal Processing, 101, 26-37.
Zheng, Z., Guo, J., Song, W., He, X., Lu, F., Xie, C., & Sun, J. (2014). Nonlinear free vibration analysis of axisymmetric polar orthotropic circular membranes under the fixed boundary condition. Mathematical Problems in Engineering.
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