DISCUSSIONS AND CLOSURES
Feb 1, 1993
Discussion of “Boundary Element‐Transfer Matrix Method for Plated Structures” by Mitao Ohga, Tsunemi Shigematsu, and Takashi Hara (November, 1991, Vol. 117, No. 11)
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VIEW THE REPLYAuthors: Giulio Maier, Member, ASCE, and Giorgio NovatiAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 119, Issue 2
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References
1.
Almansi, E. (1907). “A theorem on elastic deformations of isotropic solids.” Atti Accademia Nazionale dei Lincei, Vol. 16, 865–868 (in Italian).
2.
Maier, G., and Novati, G. (1986). “Boundary element‐transfer matrix analysis of layered elastic systems.” Engrg. Analysis, 3(4), 209–216.
3.
Maier, G., and Novati, G. (1987). “Boundary element elastic analysis of layered soils by successive stiffness or compliance methods.” Int. J. Numerical and Analytical Methods in Geomechan., 11(5), 435–447.
4.
Maier, G., and Novati, G. (1988). “Elastic analysis of layered soils by boundary elements: Comparative remarks on various approaches.” Proc., Int. Conf. on Numerical Methods in Geomech., G. Swoboda, ed., Innsbruck, Austria, 925–933.
5.
Prentis, J. M., and Leckie, F. A. (1963). Mechanical vibrations: An introduction to matrix methods. Longmans, Londong, England.
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Copyright © 1993 American Society of Civil Engineers.
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Published online: Feb 1, 1993
Published in print: Feb 1993
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Giulio Maier, Member, ASCE
Prof. of Struct. Engrg., Tech. Univ. (Politecnico), Piazza Leonardo da Vinci, 32 ‐ 20133, Milan, Italy
Giorgio Novati
Asst. Prof. of Struct. Engrg., Tech. Univ. (Politecnico), Piazza Leonardo da Vinci, 32 ‐ 20133, Milan, Italy
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