Brief Report
Dec 1979
Hybrid Element Applied to Shear Wall Analysis
Authors: Al P. Kabaila and Robert J. EdwardesAuthor Affiliations
Publication: Journal of the Structural Division
Volume 105, Issue 12
Abstract
In the finite element analysis of structures consisting of assemblages of beam and plate elements such as coupled shear walls, difficulties are encountered at the point of intersection of the different elements. The conventional displacement rectangular plane stress element has only translational displacement components at its nodes, whereas the beam element has two translations, and a rotation. If the rotation is suppressed at the intersection points, the structure is only poorly modeled.
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Published In
Journal of the Structural Division
Volume 105 • Issue 12 • December 1979
Pages: 2753 - 2760
Copyright
© 1979 American Society of Civil Engineers.
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Published in print: Dec 1979
Published online: Feb 1, 2021
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Al P. Kabaila
Assoc. Prof., School of Civ. Engrg., The Univ. of New South Wales, Kensington, New South Wales, Australia
Robert J. Edwardes
Sr. Engr., Esso Australia Ltd., Sydney, New South Wales, Australia
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