[1] Rezaiee-Pajand M. and Rajabzadeh-Safaei N. (2016). “An explicit stiffness matrix for parabolic beam element”. Latin American Journal of Solids and Structures. vol. 13, no. 9, pp. 1782–1801.
[2] Belarbi M. O. et al. (2022). “On the finite element analysis of functionally graded sandwich curved beams via a new refined higher shear deformation theory”. Composite Structures. Vol. 279.
[3] Ghuku S. and Saha K. N. (2017). “A Review on Stress and Deformation Analysis of Curved Beams under Large Deflection”. International Journal of Engineering and Technologies. vol. 11, pp 13-39.
[4] Upadhyay H. and Rao N. and Desai P. (2018). “Direct Stiffness Method for a Curved Beam and Analysis of a Curved Beam Using SAP”. [Online] vol. 1. Available: www.nuv.ac.in.
[5] Banan M. R. and Karami G. and Farshad M. (1989). “Finite Element Analysis of Curved Beams on Elastic Foundations”. Computers and Structures. vol. 32, no. 1, pp. 45-53.
[6] Savino P. and Tondolo F. (2023). “Two-node Curved Inverse Finite Element Formulations based on Exact Strain-displacement Solution”. Journal of Applied and Computational Mechanics. vol. 9, no. 1, pp. 259–273.
[7] Gon Kim J. and Young Kim Y. (1998). “A New Higher-Order Hybrid-Mixed Curved Beam Element”. International Journal for Numerical Methods in Engineering. vol. 43, pp. 925-940.
[8] Tarn J. Q. and Tseng W. D. (2012). “Exact analysis of curved beams and arches with arbitrary end conditions: A Hamiltonian state space approach” J Elast. vol. 107, no. 1, pp. 39–63.
[9] Kosmatka J. B. and Friedman Z. (1998). “Accurate two-node shear-deformable curved beam element”. Collection of Technical Papers - AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference. AIAA-98, pp. 157–167.
[10] Tufekci E. and Eroglu U. and Aya S. A. (2017). “A new two-noded curved beam finite element formulation based on exact solution”. Engineering with Computers. vol. 33, no. 2, pp. 261–273.
[11] Eisenberger M. and Efraim E. (2001). “In-plane vibrations of shear deformable curved beams”. International Journal for Numerical Methods in Engineering. vol. 52, no. 11, pp. 1221–1234.
[12] Rezaiee-Pajand M. and Rajabzadeh-Safaei N. (2016). “Static and dynamic analysis of circular beams using explicit stiffness matrix”. Structural Engineering and Mechanics. vol. 60, no. 1, pp. 111–130.
[13] Wu J. S. and Chiang L. K. (2004). “Free vibration of a circularly curved Timoshenko beam normal to its initial plane using finite curved beam elements”. Computers and Structures. vol. 82, no. 29–30, pp. 2525–2540.
[14] Su J. and Zhou K. and Qu Y. and Hua H. (2018). “A variational formulation for vibration analysis of curved beams with arbitrary eccentric concentrated elements”. Archive of Applied Mechanics. vol. 88, no. 7, pp. 1089–1104.
[15] Corrêa R. M. and Arndt M. and Machado R. D. (2021). “Free in-plane vibration analysis of curved beams by the generalized/extended finite element method”. European Journal of Mechanics. vol. 88.
[16] Sobhani E. and Masoodi A. R (2022). “Differential quadrature technique for frequencies of the coupled circular arch-arch beam bridge system”. Mechanics of Advanced Materials and Structures, vol. 30.
[17] Sobhani E. and Masoodi A. R. and Ahmadi-Pari A. R. (2021). “Vibration of FG-CNT and FG-GNP sandwich composite coupled Conical-Cylindrical-Conical shell”. Composite Structures, vol. 273.
[18] Sobhani E. and Masoodi A. R. (2021). “Natural frequency responses of hybrid polymer/carbon fiber/FG-GNP nanocomposites paraboloidal and hyperboloidal shells based on multiscale approaches”. Aerospace Science and Technology. vol. 119.
[19] Ghandehari M. A. and Masoodi A. R. and Panda S. K. (2024). “Thermal Frequency Analysis of Double CNT-Reinforced Polymeric Straight Beam”. Applied Sciences. vol. 14, no. 2.
[20] Masoodi A. R. and Ghandehari M. A. and Tornabene F and Dimitri R. (2024). “Natural Frequency Response of FG-CNT Coupled Curved Beams in Thermal Conditions”. Journal of Vibration Engineering and Technologies. vol. 12, no. 1, pp. 649–665.
[21] Bui T. T. H. and Tran T. T. and Nguyen D. K. (2022). “Geometrically nonlinear analysis of sandwich composite beams reinforced by agglomeration carbon nanotubes”. Vietnam Journal of Mechanics. vol. 44, no. 4, pp. 376–391.
[22] Yang F. and Sedaghati R. and Esmailzadeh E. (2008). “Free in-plane vibration of general curved beams using finite element method”. Journal of Sound and Vibration. vol. 318, no. 4–5, pp. 850–867.
[23] ACI Committee 318. (2008). American Concrete Institute and International Organization for Standardization. Building code requirements for structural concrete (ACI 318-08) and commentary. American Concrete Institute.