Research Article
Feb 1970
Structure and Foundation Interaction Theory
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VIEW THE REPLYAuthors: Ian K. Lee and Howard B. Harrison, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 96, Issue 2
Abstract
Two methods are described in which the response of plane, framed structures to load can be assessed by accounting for superstructure and substructure as a single compatible unit. Both methods are based on the assumption of linear-elastic behavior in superstructure and raft. The Winkler model is used to represent the behavior of the soil beneath the raft. The first method uses equilibrium equations to describe separately the response of structure and raft. Sufficient relationships to solve the complete problem are obtained by adding the compatibility relationships at the junction of raft and superstructure. In the second method, statically admissible contact pressure distributions beneath the raft are successively modified to converge upon the situation where the deformations at the junction of raft and structure are compatible. Both methods are designed for hand calculations.
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Published In
Journal of the Structural Division
Volume 96 • Issue 2 • February 1970
Pages: 177 - 197
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Feb 1970
Published online: Feb 1, 2021
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Ian K. Lee
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Sydney, Sydney, Australia
Howard B. Harrison, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Sydney, Sydney, Australia
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.