Hybrid FE Procedure for Soil‐Structure Interaction
Publication: Journal of Geotechnical Engineering
Volume 110, Issue 4
Abstract
A stress hybrid finite element procedure is developed for nonlinear, elastic and elastic‐plastic, analysis of soil‐structure interaction including simulation of construction sequences. The procedure is compared with a number of closed‐form solutions and field problems, and provides satisfactory and improved evaluation of stresses and deformations as compared to the displacement procedure.
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Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 110 • Issue 4 • April 1984
Pages: 473 - 486
Copyright
Copyright © 1984 ASCE.
History
Published online: Apr 1, 1984
Published in print: Apr 1984
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