Reliability analysis of reinforced concrete beams based on the stochastic model of resistance calculation

[1] Nasrollahzadeh K, Aghamohammadi R. Reliability analysis of shear strength provisions for FRP-reinforced concrete beams[J]. Engineering Structures, 2018, 176:785-800. Search in Google Scholar

[2] Decomposition Method for Nonlinear System of Local Fractional Partial Differential Equations” Applied Mathematics and Nonlinear Sciences, vol.4, no.2, 2019, pp.489-502. https://doi.org/10.2478/AMNS.2019.2.00046 Search in Google Scholar

[3] Sarac, Yesim and Sener, S. Sule. “Identification of the initial temperature from the given temperature data at the left end of a rod” Applied Mathematics and Nonlinear Sciences, vol.4, no.2, 2019, pp.469-474. https://doi.org/10.2478/AMNS.2019.2.00044 Search in Google Scholar

[4] Decoupling of Arch Action in Shear-Critical Reinforced Concrete Beams[J]. Aci Structural Journal, 2011, 108(4):395-404. Search in Google Scholar

[5] Simwanda L, Koker N D, Viljoen C. Structural reliability of ultra high-performance fibre reinforced concrete beams in flexure[J]. Engineering Structures, 2021, 244:112767. Search in Google Scholar

[6] Desayi P, Rao K B. Markov Chain Model for Cracking Behavior of Reinforced Concrete Beams[J]. Journal of Structural Engineering, 1989, 115(9):2129-2144. Search in Google Scholar

[7] Bhatti M A, Almughrabi A. Refined model to estimate torsional strength of reinforced concrete beams[J]. Aci Structural Journal, 1996, 93(5):614-622. Search in Google Scholar

[8] Meng B, Zhong W, Hao J, et al. Calculation of the resistance of an unequal span steel substructure against progressive collapse based on the component method[J]. Engineering Structures, 2019, 182(MAR.1):13-28. Search in Google Scholar

[9] Xingang Wang, Yimin Zhang, Baoyan Wang. China Engineering Science, 2010, 12(2):1-112. Search in Google Scholar

[10]Yanjing Shan,Junzhi CUI,Fugang LIANG. An expected slip path method for rock mass stability Analysis based on discontinuity statistical Model and Stress field [J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 021(002):151-157. Search in Google Scholar