Research Article
May 1978
Soil-Foundation-Structure-Interaction
Author: Bela GoschyAuthor Affiliations
Publication: Journal of the Structural Division
Volume 104, Issue 5
Abstract
A review of the results of the long-term research work is presented. The theoretical basis of this study is the three phase structural concept. Structural and mathematical modeling of phase components, — namely, soil, foundation, and superstructure — is covered. The elastoplastic halfspace approach is adequate to simulate the state of displacement of soil media. A three-dimensional structural analysis is required to describe the stiffness response. Tranversal flexural rigidity of the structure is derived from the height. Since soil and concrete have viscoelastic-plastic properties, loading history according to the erection process and time history following consolidation phenomena, have been investigated. Local measurements carried out on full scale models have shown a close correlation with the calculated results.
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Published In
Journal of the Structural Division
Volume 104 • Issue 5 • May 1978
Pages: 749 - 761
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: May 1978
Published online: Feb 1, 2021
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Authors
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Bela Goschy
Consulting Engr., Budapest, Hungary
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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.