Discussion of “Asymptotic Derivation of Shear Beam Theory from Timoshenko Theory” by Dewey H. Hodges
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Volume 135, Issue 4
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References
Aristizabal-Ochoa, J. D. (2004). “Timoshenko beam-column with generalized end conditions and nonclassical modes of vibration of shear beams.” J. Eng. Mech., 130(10), 1152–1159.
Aristizabal-Ochoa, J. D. (2007a). “Dynamic modal analysis and stability of cantilever shear buildings: Importance of moment equilibrium.” J. Eng. Mech., 133(7), 735–747.
Aristizabal-Ochoa, J. D. (2007b). “Static and dynamic stability of uniform shear beam-columns under generalized boundary conditions.” J. Sound Vib., 307(1–2), 69–88.
Aristizabal-Ochoa, J. D., and Dario, J. (2008). “Discussion of ‘On the comparison of Timoshenko and shear models in beam dynamics’ by Noël Challamel.” J. Eng. Mech., 132(10), 1141–1145.
Challamel, N.(2006). “On the comparison of Timoshenko and shear models in beam dynamics.” J. Eng. Mech., 134(10), 1141–1145.
Kausel, E. (2002). “Nonclassical modes of unrestrained shear beams.” ASCE J. Eng. Mech., 128(6), 663–667.
Langhaar, H. L. (1962). Energy methods in applied mechanics, Wiley, New York, 239.
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Journal of Engineering Mechanics
Volume 135 • Issue 4 • April 2009
Pages: 361 - 362
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© 2009 ASCE.
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Published online: Apr 1, 2009
Published in print: Apr 2009
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125-Year Generation Professor, National Univ., School of Mines, Medellín, Colombia. E-mail: [email protected]
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