Research Article
Nov 1976
Nonlinear Behavior in Soil-Structure Interaction
Authors: Eduardo Kausel, AM.ASCE, John T. Christian, M.ASCE, and Jose M. Roesset, AM.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 102, Issue 11
Abstract
The relative importance of secondary nonlinear effects in soil-structure interaction are investigated by means of the iterative linear method. It is found that the refinement in the analyses, while increasing the cost of computation several times, does not change the dynamic response in the structure to a significant degree. At the same time, an improved algorithm is presented for the computation of the characteristic strain used in the iterative approach.
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Journal of the Geotechnical Engineering Division
Volume 102 • Issue 11 • November 1976
Pages: 1159 - 1170
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Nov 1976
Published online: Feb 11, 2021
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Eduardo Kausel, AM.ASCE
Struct. Engr., Stone & Webster Engrg. Corp., Boston, Mass
John T. Christian, M.ASCE
Consultant; Stone & Webster Engrg. Corp., Boston, Mass
Jose M. Roesset, AM.ASCE
Prof., Massachusetts Inst. of Tech., Cambridge, Mass
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.