Discussions and Closures
Sep 28, 2017

Discussion of “Complex Perturbation Method for Sensitivity Analysis of Nonlinear Trusses” by Ravi Kiran, Lei Li, and Kapil Khandelwal

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Publication: Journal of Structural Engineering
Volume 143, Issue 12
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References

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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.
Kleiber, M., Antunez, H., Hien, T., and Kowalczyk, P. (1997). Parameter sensitivity in nonlinear mechanics, Wiley, New York.
LAPACK version 3.7.1 [Computer software]. Society for Industrial and Applied Mathematics, Philadelphia.
MATLAB [Computer software]. MathWorks, Natick, MA.
Mckenna, F., Scott, M. H., and Fenves, G. L. (2010). “Nonlinear finite-element analysis software architecture using object composition.” J. Comput. Civ. Eng., 95–107.
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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., 1281–1288.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 12December 2017

History

Received: Jan 19, 2017
Accepted: Feb 14, 2017
Published online: Sep 28, 2017
Published in print: Dec 1, 2017
Discussion open until: Feb 28, 2018

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Authors

Affiliations

Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author). ORCID: https://orcid.org/0000-0001-5898-5090. E-mail: [email protected]
Alabbas Al-Aukaily [email protected]
Ph.D. Candidate, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. E-mail: [email protected]

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