Rezaiee, P.M., Aftabi, S.A., Hozhabrossadati, M. (2017). Free vibration analysis of a six degree of freedom mass spring system suitable for dynamic vibration absorbing of space frame. International Journal of Engineering, Transaction B: Applications. 30(1),pp. 30-39.
Kerman, H., Behnamfar, F., Morsali, V. (2016). Seismic design of steel structures based on ductility and incremental nonlinear dynamic analysis. International Journal of Engineering, Transaction B: Applications. 29(1), pp. 23-30.
Shahmardani, M., Mirzapour, J.,Tariverdilo, S. (2014). Dynamic response of submerged vertical cylinder with lumped mass under seismic excitation. International Journal of Engineering, Transaction B: Applications. 27(10),pp. 1547-1556.
Jalili, R., Heydari, M.M., Fereydouni, A. (2013). Proposed relationship to design the waffle floor under harmonic vertical load. International Journal of Engineering, Transaction B: Applications. 26(10), pp. 1111-1118.
Salman, S.B., Mamta, M., Mohankumar, H. (2014). Harmonic response analysis of multi-storey building. International Journal of Current Engineering and Technology. l4(4), pp. 2387-2391.
Yue, L., Bernd, Z., Schlaich, M. (2016). Advantages of using CFRP cables in orthogonally loaded cable structures”. AIMS Material Science. 3(3), pp. 862-880.
Olofin I, Liu R. (2016). Numerical modal analysis of a suspen-dome with CFRP tensegrity system. ASME Journals: Series Modelling, Measurement and Control Series A. 89(1),pp. 13-24.
Olofin, I., Liu, R. ( 2017). Structural Optimization of Beijing Gymnasium Suspen-dome with CFRP (CFRP) cable. Scientific Herald of the Voronezh State University of Architecture and Civil Engineering. 36(4), pp. 106-115.
Olofin, I., Liu, R. (2020). Research on the Static Behaviour of a Suspen Dome with CFRP (CFRP) Tensegrity System. Iranian Journal of Science and Technology, Transactions of Civil Engineering. 45, pp. 1-19. <a href="https://doi.org/10.1007/s40996-020-00488-5." target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1007/s40996-020-00488-5.</a>