TECHNICAL NOTES
Feb 1, 1983
Analysis of Wall‐Frames by Lagrangian Multipliers
Authors: Y. Gilbert Antony and T. P. GanesanAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 109, Issue 2
Abstract
Two simplified methods have been suggested to enforce rotational continuity between line elements in bending (connecting beams) and Lagrangian plane stress elements (wall), by using Lagrangian multipliers. A shear wall with opening has been solved using the suggested methods and the results are compared with other methods. It is shown that the authorÆs approach improves the discretization layout and leads to better accuracy and lesser cost of analysis.
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References
1.
Al‐Mahaidi, R. S., and Nilson, A. H., “Coupled Shear Wall Analysis by Lagrangian Multipliers,” Journal of the Structural Division, ASCE, Vol. 101, 1975, pp. 2359–2366.
2.
Girijavallabhan, C. V., “Analysis of Shear Walls with Openings,” Journal of the Structural Division, ASCE, Vol. 95, 1969, pp. 2093–2103.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 109 • Issue 2 • February 1983
Pages: 580 - 585
Copyright
Copyright © 1983 ASCE.
History
Published online: Feb 1, 1983
Published in print: Feb 1983
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Authors
Affiliations
Y. Gilbert Antony
Research Scholar, Structural Engrg. Lab., Indian Inst. of Tech., Madras, India
T. P. Ganesan
Prof. and Head, Building Tech. Div., Indian Inst. of Tech., Madras, India
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