DISCUSSIONS AND CLOSURES
Feb 1, 1996

Discussion: Continuum Model for Analysis of Multiply Connected Perforated Cores

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Publication: Journal of Engineering Mechanics
Volume 122, Issue 2
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References

1.
Albiges, M., and Goulet, J. (1960). “Contreventement des batiments.”No. 149, L'Institute Technique du Batiment et des Travaux Publics, Paris, France (in French).
2.
Bjorhovde, R. (1985). “Behavior and strength of stub-girder floor systems.”Composite and Mixed Constr., Proc. U.S./Japan Joint Seminar, ASCE, New York, N.Y.
3.
Chitty, L. (1947). “On the cantilever composed of a series of parallel beams interconnected by cross members.”Philosophical Magazine, London, England.
4.
Deschapelles, B.(1978). “Discussion of `Frame analysis and shear wall cores' by Iain A. MacLeod and Hassan M. Hosny.”J. Struct. Engrg., ASCE, 104(9), 1542–1544.
5.
Deschapelles, B. (1986). “A hybrid 8 DOF plane stress element for the analysis of non-planar shear walls.”High-rise buildings: recent progress, an update to monograph on tall buildings, Council on Tall Buildings, Lehigh University, Bethlehem, Pa.
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Deschapelles, B. (1985). “Discussion to `The application of flexural methods to torsional analysis of thin-walled open sections.”' Engrg. J. Am. Inst. Steel Constr., 22(4), 176–177.
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Deschapelles, B.(1987). “Discussion to `Warping moment distributions' by B. . kesson.”J. Struct. Engrg., ASCE, 113(1), 170–172.
8.
Deschapelles, B.(1994). “Discussion to `Improved wide-column-frame analogy for shear/core wall analysis' by A. K. H. Kwan.”J. Struct. Engrg., ASCE, 120(6), 1934–1937.
9.
McLeod, I. A., and Hosny, H. M.(1977). “Frame analysis of shear wall cores.”J. Struct. Engrg., ASCE, 103(10), 2037–2048.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 122Issue 2February 1996
Pages: 179 - 181

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Published online: Feb 1, 1996
Published in print: Feb 1996

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Bernardo Deschapelles, Member, ASCE
Prof., Dept. of Civ. Engrg., Polytechnic Univ. of Puerto Rico, PO Box 191501, San Juan, PR 00919-1501.

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