Hybrid FE Procedure for Soil‐Structure Interaction
- 1 April 1984
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical Engineering
- Vol. 110 (4), 473-486
- https://doi.org/10.1061/(asce)0733-9410(1984)110:4(473)
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.Keywords
This publication has 2 references indexed in Scilit:
- Thin‐layer element for interfaces and jointsInternational Journal for Numerical and Analytical Methods in Geomechanics, 1984
- Analysis of Pile-Supported Gravity LockJournal of the Geotechnical Engineering Division, 1974