References

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Banerjee, J.R., 1989. Coupled bending-torsional dynamic stiffness matrix for beam elements. Intl. J. Numer. Methods Eng., 28: 1283-1298.
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Banerjee, J.R., S. Guo and W.P. Howson, 1996. Exact dynamic stiffness matrix of a bending-torsion coupled beam including warping. Comput. Struct., 59: 613-621.
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Bercin, A.N. and M. Tanaka, 1997. Coupled flexural-torsional vibrations of Timoshenko beams. J. Sound Vibr., 207: 47-59.
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Cheng, F.Y., 1970. Vibrations of Timoshenko beams and frameworks. J. Struct. Div., 96: 551-571.
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Eslimy-Isfahany, S.H.R. and J.R. Banerjee, 1996. Dynamic response of an axially loaded bending-torsion coupled beam. J. Aircr., 33: 601-607.
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Eslimy-Isfahany, S.H.R., J.R. Banerjee and A.J. Sobey, 1996. Response of a bending-torsion coupled beam to deterministic and random loads. J. Sound Vibr., 195: 267-283.
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Ghandi, E. and B. Shiri, 2017. On triply coupled vibration of eccentrically loaded thin-Walled beam using dynamic stiffness matrix method. Struct. Eng. Mech., 62: 759-769.

Ghandi, E., B. Rafezy and W.P. Howson, 2012. On the bi-planar motion of a Timoshenko beam with shear resistant in-fill. Intl. J. Mech. Sci., 57: 1-8.
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Ghandi, E., B. Rafezy, K. Abedi and W.P. Howson, 2015. Coupled flexural-torsional dynamic stiffness matrix of an elastically supported axially loaded beam with shear resistant in‐fill. Struct. Des. Tall Spec. Build., 24: 537-554.
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Howson, W.P. and F.W. Williams, 1973. Natural frequencies of frames with axially loaded Timoshenko members. J. Sound Vibr., 26: 503-515.
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Jun, L., S. Rongying, H. Hongxing and J. Xianding, 2004. Response of monosymmetric thin-walled Timoshenko beams to random excitations. Intl. J. Solids Struct., 41: 6023-6040.
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Li, J., H. Hua, R. Shen and X. Jin, 2004. Stochastic vibration of axially loaded monosymmetric Timoshenko thin-walled beam. J. Sound Vibr., 274: 915-938.
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Li, J., R. Shen, H. Hua and X. Jin, 2004. Coupled bending and torsional vibration of axially loaded thin-walled Timoshenko beams. Intl. J. Mech. Sci., 46: 299-320.
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Rafezy, B. and W.P. Howson, 2006. Exact dynamic stiffness matrix of a three-dimensional shear beam with doubly asymmetric cross-section. J. Sound Vibr., 289: 938-951.
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