[1] Bell, Lansford C., and Daniel M. Brown, "Guyed tower optimization", Computers & Structures 6, No. 6, (1976). https://doi.org/10.1016/0045-7949(76)90038-9.
[2] C. Gantes, R. Khoury, J.J. Connor, C. Pouangare, "Modeling, loading, and preliminary design considerations for tall guyed towers, "Computers & Structures, pp. 797-805, (1993). https://doi.org/10.1016/0045-7949(93)90027-B.
[3] K.S. Madugula, Dynamic Response of Lattice Towers and Guyed Masts. ASCE Publications, (2001).
[4] A. Rooshenas, M. Barghian, Seismic behavior of cable braces strengthened with a central steel plate. Numerical Methods in Civil Engineering, vol.6 no.4 Pp. 47-58, (2022). https://doi.org/10.52547/nmce.6.4.47
[5] G. Saudi, "Structural assessment of a guyed mast through measurement of natural frequencies", Engineering Structures, vol.59, Pp. 104-112, (2014). https://doi.org/10.1016/j.engstruct.2013.09.049
[6] P. Harikrishna, A. Annadurai, S. Gomathinayagam, N. Lakshmanan,, "Full scale measurements of the structural response of a 50 m guyed mast under wind loading", Engineering structures, vol.25, no. 7,Pp. 859-867, (2003).
https://doi.org/10.1016/S0141-0296(03)00005-1.
[7] J. Ballaben, M. Rosales, "Nonlinear dynamic analysis of a 3D guyed mast", Nonlinear Dynamics, vol.93, Pp. 1395-1405, (2018). https://doi.org/10.1007/s11071-018-4267-1.
[8] A. Luzardo, P. Vivian, P. Rodríguez, "Guy tension influence on the structural behavior of a guyed mast", International Association for Shell and Spatial Structures (IASS). Vol.53, No. 2, Pp. 111-116, (2012).
[9] B. Błachowski, "Model based predictive control of guyed mast vibration", Journal of Theoretical and Applied Mechanics, vol.45, No. 2, Pp. 405-423, (2007).
[10] M. Mohammadnejad, H. Haji Kazemi, "Dynamic response analysis of tall buildings under axial force effects", Journal of Ferdowsi Civil Engineering, vol.31, No. 2, Pp. 41-56, (2018). https://doi: 10.22067/civil.v31i2.56550
[11] M. Pezo, V. Bakic, "Numerical determination of drag coefficient for guyed mast exposed to wind action", Engineering Structures, vol. 62–63, Pp. 98-104, (2014). https://doi.org/10.1016/j.engstruct.2014.01.025
[12] AL Materazzi, I Venanzi, "Optimal design of a cable-stayed mast exposed to turbulent wind", In Proceedings of the 9th International Conference on Structural Safety and Reliability, Rotterdam (2005).
[13] J. Goldberg, T. Gaunt, "Stability of guyed towers", Journal of the Structural Division, vol.99, No. 4, Pp. 741-756, (1973). https://doi.org/10.1061/JSDEAG.0003490
[14] R. Cucuzza, M. Rosso, A. Aloisio, J. Melchiorre, M. Giudice, G. Marano. "Size and Shape Optimization of a Guyed Mast Structure under Wind, Ice and Seismic Loading.", Applied Sciences, vol.12, no.10, Pp. 4875, (2022). https://doi.org/10.3390/app12104875
[15] R. Belevičius, D. Jatulis, D. Rusakevičius, D. Mačiūnas, "Optimal schemes for tall guyed telecommunication masts", In Proceedings of The Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing. Civil-Comp Press, Prague, Czech Republic, (2015). https://doi.org/10.1155/2017/4561376
[16] S. Sivanandam, S. Deepa, Genetic algorithms. Springer Berlin Heidelberg, (2008). [E-book] Available: Safari e-book. https://doi.org/10.1007/978-3-540-73190-0_2
[17] A. Banaei, J. Alamatian ,"Minimizing Multivariate Objective Function Using Improved Genetic Algorithms in Active Control of Oscillation of Structures", Journal of Ferdowsi Civil Engineering. Vol.31, No. 4, Pp.21-40, (2019). https://doi: 10.22067/civil.v31i4.61547
[18] M. Mitchell, "An introduction to genetic algorithms", A Bradford Book The MIT Press. Cambridge, Massachusetts• London, England. Fifth printing. [GS SEARCH] (1999).
[19] R. Perez, K. Behdinan, "Particle swarm approach for structural design optimization", Computers & Structures, Vol.85, No. 19-20, Pp. 1579-1588, (2007). https://doi.org/10.1016/j.compstruc.2006.10.013
[20] X. Yang, " Firefly algorithm, stochastic test functions and design optimisation", International journal of bio-inspired computation, Vol.2, No. 2, Pp 78-84, (2010). https://doi.org/10.1504/IJBIC.2010.032124
[21] CAC. Coello, "Theoretical and numerical constraint-handling techniques used with evolutionary algorithms: a survey of the state of the art", Computer methods in applied mechanics and engineering, Vol. 191, No. 11-12, Pp. 1245-1287, (2002). https://doi.org/10.1016/S0045-7825(01)00323-1.
[22] G. Margariti, C. Gantes, "Linear and nonlinear buckling response and imperfection sensitivity of cable-stayed masts and pylons. "Structural Engineering International, Vol.25, no.1, Pp.43-49, (2015). https://doi.org/10.2749/101686614X14043795570255