Discussion of “Evaluation of Force-Based Frame Element Response Sensitivity Formulations” by Michael H. Scott
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Volume 139, Issue 6
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References
Conte, J. P., Barbato, M., and Spacone, E. (2004). “Finite-element response sensitivity analysis using force-based frame models.” Int. J. Numer. Methods Eng., 59(13), 1781–1820.
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Filippou, F. C., and Constantinides, M. (2004). “FEDEASLab getting started guide and simulation examples.” Technical Rep. NEESgrid-2004-22, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Berkeley, CA.
Haftka, R. T. (1990). “Stiffness-matrix condition number and shape sensitivity errors.” AIAA J., 28(7), 1322–1324.
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Scott, M. H., Franchin, P., Fenves, G. L., and Filippou, F. C. (2004). “Response sensitivity for nonlinear beam-column elements.” J. Struct. Eng., 130(9), 1281–1288.
Simo, J. C., and Taylor, R. L. (1985). “Consistent tangent operators for rate-independent elastoplasticity.” Comput. Methods Appl. Mech. Eng., 48(1), 101–118.
Vidal, C. A., Lee, H.-S., and Haber, R. B. (1991). “The consistent tangent operator for design sensitivity analysis of history-dependent response.” Comput. Syst. Eng., 2(5-6), 509–523.
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Information
Published In
Journal of Structural Engineering
Volume 139 • Issue 6 • June 2013
Pages: 1093 - 1095
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Jun 13, 2012
Accepted: Aug 7, 2012
Published online: May 15, 2013
Published in print: Jun 1, 2013
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