Research Article
Jan 1974
Vogt Boundary for Finite Element Arch Dam Analysis
Publication: Journal of the Structural Division
Volume 100, Issue 1
Abstract
The Vogt theory for boundary deformations of arch dams is recast in finite element terms. The derivation of boundary stiffness coefficients from the Vogt parameters for direct application to three-dimensional finite element analysis is presented. The formulation neither increases the number of degrees-of-freedom above that required for the dam structure, nor creates any additional nonzero coefficients within the assembled structural matrix.
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Information
Published In
Journal of the Structural Division
Volume 100 • Issue 1 • January 1974
Pages: 51 - 62
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Jan 1974
Published online: Feb 1, 2021
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Authors
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Gilbert A. Hartley
Research Asst., Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada
Gregory M. McNeice
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada
Walter Stensch
Chf. Engr., Surveyor, Nenniger & Chenevert, Consulting Engrs. Inc., Montreal, Quebec, Canada
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