Discussion of “Estimating Fundamental Frequencies of Tall Buildings” by Clive L. Dym and Harry E. Williams
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 135, Issue 9
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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. (2009). “Free vibration of three-dimensional orthotropic uniform shear beam-columns with generalized end ocnditions.” J. Eng. Mech., 135(8), 813–827.
Kausel, E. (2002). “Nonclassical modes of unrestrained shear beams.” J. Eng. Mech., 128(6), 663–667.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 135 • Issue 9 • September 2009
Pages: 1139 - 1140
Copyright
© 2009 ASCE.
History
Received: Dec 20, 2007
Accepted: Jan 4, 2008
Published online: Aug 14, 2009
Published in print: Sep 2009
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125-Year Generation Professor, National Univ., School of Mines, Medellín, Colombia. E-mail: [email protected]
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