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Jun 1, 2001
Nonlinear Finite-Element Analysis of RC Shear Panels and Walls
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VIEW THE REPLYAuthors: F. J. Vecchio, Amir Ayoub, and Filip C. FilippouAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 127, Issue 6
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References
1.
Foster, S. J. ( 1992). “The structural behavior of reinforced concrete deep beams.” PhD thesis, University of New South Wales, New South Wales, Australia.
2.
Vecchio, F. J. ( 1989). “Nonlinear finite element analysis of reinforced concrete membranes.” ACI Struct. J., 86(1), 26–35.
3.
Vecchio, F. J., and Collins, M. P. ( 1986). “The modified compression-field theory for reinforced concrete elements subjected to shear.” ACI J., 83(2), 219–231.
4.
Crisfield, M. A. ( 1986). “Snap-through and snap-back response in concrete structures and the danger of under-integration.” Int. J. for Numer. Methods in Engrg., 22, 751–767.
5.
Vecchio, F. J. (1990). “Reinforced concrete membrane element formulation.”J. Struct. Engrg., ASCE, 116(3), 730–750.
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Published online: Jun 1, 2001
Published in print: Jun 2001
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F. J. Vecchio
Amir Ayoub
Filip C. Filippou
Prof. and Assoc. Chair, Dept. of Civ. Engrg., Univ. of Toronto, 35 St. George St., Toronto, Ontario, Canada, M5S 1A4.
Formerly, Res. Asst., Dept. of Civ. Engrg., Univ. of California, Berkeley, CA 94720–1710.
Prof., Dept. of Civ. Engrg., Univ. of California, Berkeley, CA.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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