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Nonlinear soilstructure interaction in plane frames

Nonlinear soilstructure interaction in plane frames Study of soilstructure interaction effect in framed structuresnecessitates proper physical modelling of the structure, foundation and thesoil mass. At the same time, the stressstrain model used for theconstitutive relationship of the soil mass must also be realistic. In thepresent study, a hyperbolic stressstrain model has been used toconsider the soil nonlinearity. The interactive behaviour of afive storey, two bay plane frame has been studied in detail and the resultsare compared with those obtained from a conventional and a linear interactiveanalysis. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Engineering Computations Emerald Publishing

Nonlinear soilstructure interaction in plane frames

Engineering Computations , Volume 11 (4): 14 – Apr 1, 1994

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References (12)

Publisher
Emerald Publishing
Copyright
Copyright © Emerald Group Publishing Limited
ISSN
0264-4401
DOI
10.1108/02644409410799308
Publisher site
See Article on Publisher Site

Abstract

Study of soilstructure interaction effect in framed structuresnecessitates proper physical modelling of the structure, foundation and thesoil mass. At the same time, the stressstrain model used for theconstitutive relationship of the soil mass must also be realistic. In thepresent study, a hyperbolic stressstrain model has been used toconsider the soil nonlinearity. The interactive behaviour of afive storey, two bay plane frame has been studied in detail and the resultsare compared with those obtained from a conventional and a linear interactiveanalysis.

Journal

Engineering ComputationsEmerald Publishing

Published: Apr 1, 1994

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