Discussion of “Second-Order Analysis of Plane Frames with One Element per Member” by Richard J. Balling and Jesse W. Lyon
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Volume 139, Issue 2
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References
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Aristizabal-Ochoa, J. D. (1997c) “Stability and minimum bracing for stepped columns with semirigid connections: Classical elastic approach.” Int. J. Struct. Eng. Mech., 5(4), 415–431.
Aristizabal-Ochoa, J. D. (1997d). “Story stability of braced, partially braced and unbraced frames: Classical approach.” J. Struct. Eng., 123(6), 799–807. doi:10.1061/(ASCE)0733-9445(1997)123:6(799)
Aristizabal-Ochoa, J. D. (2002). “Classic buckling of 3-D multi-column systems under gravity loads.” J. Eng. Mech., 128(6), 613–624. doi:10.1061/(ASCE)0733-9399(2002)128:6(613)
Aristizabal-Ochoa, J. D. (2003). “Elastic stability and second-order analysis of 3D frames: Effects of column orientation.” J. Eng. Mech., 129(11), 1254–1267. doi:10.1061/(ASCE)0733-9399(2003)129:11(1254)
Aristizábal-Ochoa, J. D. (2005a). “Discussion of ‘Tension buckling in multilayer elastomeric bearings’ by James M. Kelly.” J. Eng. Mech.,131(1), 106–108.
Aristizabal-Ochoa, J. D. (2005b). “Stability of beam-columns with semirigid connections under conservative and non-conservative end axial forces: Static method.” J. Eng. Mech., 131(5), 473–484. doi:10.1061/(ASCE)0733-9399(2005)131:5(473)
Aristizabal-Ochoa, J. D. (2007a). “Large deflection and post-buckling behavior of timoshenko beam–columns with semi-rigid connections including shear and axial effects.” J. Eng. Struct., 29(6), 991–1003.
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Aristizabal-Ochoa, J. D. (2011c). “Stability of columns with semi-rigid connections including shear effects using Engesser, Haringx and Euler.” J. Eng. Struct., 33(3), 868–880. doi:10.1016/j.engstruct.2010.12.008
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Published In
Journal of Structural Engineering
Volume 139 • Issue 2 • February 2013
Pages: 300 - 302
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Mar 3, 2012
Accepted: Mar 30, 2012
Published online: Jan 15, 2013
Published in print: Feb 1, 2013
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