[1] Ryan PC, Stewart MG, Spencer N, Li Y. Reliability assessment of power pole infrastructure incorporating deterioration and network maintenance. Reliability Engineering & System Safety 2014;132:261–73. doi:10.1016/J.RESS.2014.07.019.
[2] Davidson RA, Liu H, Sarpong IK, Sparks P, Rosowsky D V. Electric Power Distribution System Performance in Carolina Hurricanes. Natural Hazards Review 2003;4:36–45. doi:10.1061/(ASCE)1527-6988(2003)4:1(36).
[3] Lacoursiere B. Steel utility poles: advantages and applications. 1999 Rural Electric Power Conference (Cat. No. 99CH36302), IEEE; n.d., p. B2/1-B212. doi:10.1109/REPCON.1999.768681.
[4] Basler E. Untersuchungen über den Sicherheitsbegriff von Bauwerken 1960. doi:10.3929/ETHZ-A-000099666.
[5] Nowak AS, Collins KR, Collins KR. Reliability of Structures, Second Edition. CRC Press; 2012. doi:10.1201/b12913.
[6] Ghasemi SH, Nowak AS. Reliability index for non-normal distributions of limit state functions. Structural Engineering and Mechanics 2017;62:365–72. doi:10.12989/sem.2017.62.3.365.
[7] Dua A, Clobes M, Höbbel T, Matsagar V, Dua A, Clobes M, et al. Dynamic Analysis of Overhead Transmission Lines under Turbulent Wind Loading. Open Journal of Civil Engineering 2015;05:359–71. doi:10.4236/ojce.2015.54036.
[8] Yang SC, Liu TJ, Hong HP. Reliability of Tower and Tower-Line Systems under Spatiotemporally Varying Wind or Earthquake Loads. Journal of Structural Engineering 2017;143:04017137. doi:10.1061/(ASCE)ST.1943-541X.0001835.
[9] Tapia-Hernández E. Tubular Steel Poles Under Lateral Loads Pattern. Adv Steel Constr 2016;12:428–45.
[10] Fu X, Li H-N. Uncertainty analysis of the strength capacity and failure path for a transmission tower under a wind load. Journal of Wind Engineering and Industrial Aerodynamics 2018;173:147–55. doi:10.1016/J.JWEIA.2017.12.009.
[11] Zamanzadeh M, Kempkes CD, Aichinger D, Riley D. Laboratory and Field Corrosion Investigation of Galvanized Utility Poles. Electrical Transmission Line and Substation Structures, Reston, VA: American Society of Civil Engineers; 2006, p. 235–49. doi:10.1061/40790(218)22.
[12] Ghasemi SH, Kalantari H, Abdollahikho SS, Nowak AS. Fatigue reliability analysis for medial tibial stress syndrome. Materials Science and Engineering: C 2019;99:387–93. doi:10.1016/J.MSEC.2019.01.076.
[13] Dagher HJ. Reliability of poles in NESC grade C construction. 2001 Rural Electric Power Conference. Papers Presented at the 45th Annual Conference (Cat. No.01CH37214), IEEE; n.d., p. C4/1-C4/6. doi:10.1109/REPCON.2001.949521.
[14] Ghasemi S. Target reliability analysis for structures. 2015.
[15] Mosley W, Hulse R, Bungey J. Reinforced concrete design: to Eurocode 2. 2012.
[16] Afolayan JO. The Tower of Babel: The Secret of the Birth and But of Structural Integrity. Inaugural Lecture Series 67. Akure: 2014.
[17] Opeyemi D. Stochastic Modelling of Structural Elements. Stochastic Modeling and Control, InTech; 2012. doi:10.5772/45951.
[18] Madsen H, Krenk S, Lind N. Methods of structural safety. 2006.
[19] Ditlevsen O, Madsen HO. Structural reliability methods. Wiley; 1996.
[20] Bourinet J, Mattrand C, Dubourg V. A review of recent features and improvements added to FERUM software. Proc. of the 10th International Conference on Structural Safety and Reliability (ICOSSAR’09), 2009.
[21] Muyiwa S Adaramola, Olarenwaju M. Oyewola. Wind speed distribution and characteristics in Nigeria. Journal of Applied Sciences and Environmental Management 2018;22:119–23.
[22] Ajibola Ibrahim, Joseph Olasehinde Afolayan. Probability-Based Assessment of Electric Power Distribution Concrete Poles in Southwest of Nigeria. International Journal of Advanced Scientific Research and Management 2016;1:102–10.
[23] Salman A. Age-Dependent Fragility and Life-Cycle Cost Analysis of Timber and Steel Distribution Poles Subjected to Hurricanes. 2014.
[24] Simões da Silva L, Simões R (Rui AD., Gervásio H. Design of steel structures : Eurocde 3: Design of steel structions. Part 1-1, General rules and rules for buildings. n.d.
[25] Probabilistic Model Code Recommended for Structural Safety, Part 1 – Basis of Design. Joint Committee on Structural Safety (JCSS); 2005.