Research Article
Nov 1975
Coupled Shear Wall Analysis by Lagrange Multipliers
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 101, Issue 11
Abstract
A special finite element technique is described which permits interconnection of line elements in flexure and first-order plane stress elements. Continuity of displacements and rotations at the junction of the two types of elements is satisfied by imposing certain constraint conditions through use of Lagrange multipliers. The method can be employed to analyze coupled shear walls as well as frame-shear wall systems. Accuracy is checked by analyzing a coupled shear wall system with three degrees of mesh refinement. Results are further compared with those from a conventional finite element scheme, which idealizes the coupling beams by plane stress elements. The proposed method is shown to be more accurate and more efficient than the conventional method.
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Published In
Journal of the Structural Division
Volume 101 • Issue 11 • November 1975
Pages: 2359 - 2366
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Nov 1975
Published online: Feb 1, 2021
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Riadh S. Al-Mahaidi, AM.ASCE
Grad. Research Asst., Dept. of Struct. Engrg., Cornell Univ., Ithaca, N.Y.
Arthur H. Nilson, M.ASCE
Prof. of Struct. Engrg., Co rnell Univ., Ithaca, N.Y.
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