Load Sequence and Structure‐Foundation Interaction
Publication: Journal of Structural Engineering
Volume 112, Issue 3
Abstract
Interaction between a framed structure and the foundation and soil beneath it are known to influence the distribution of load between columns and the differential settlements. Most previous studies of this phenomenon have assumed that the frame is complete before any loading occurs. However in many cases, significant load will be applied progressively during the construction of the frame. This paper examines the effect that such a change from the usual assumption will have on the interaction effects. This problem has been examined both for a plane frame and a three‐dimensional frame, and the relationship between these two sets of results is examined.
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References
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Brown, P. T., “Strip Footing with Concentrated Loads on Deep Elastic Foundations,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 6, No. GT1, June, 1975, pp. 1–13.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 112 • Issue 3 • March 1986
Pages: 481 - 488
Copyright
Copyright © 1986 ASCE.
History
Published online: Mar 1, 1986
Published in print: Mar 1986
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