Research Article
Nov 1973
Case Study of Dynamic Soil-Structure Interaction
Authors: Robert V. Whitman, F.ASCE, John N. Protonotarios, and Mark F. Nelson, AM.ASCEAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 11
Abstract
Small but measurable foundation motions were recorded during dynamic tests (reported previously by Nielsen and Wiss) upon the Chimes Tower at the New York World's Fair. Using the measured motions of the entire tower when excited at the fundamental frequency, it is possible to compute the overturning moment and shear force at the foundation. Combining the moment and force with the measured motions of the foundation at this same frequency, the rocking and swaying spring constants of the foundation can be computed. When these foundation spring constants are added to the Nielsen-Wiss model for the structure itself, the agreement between the observed and computed fundamental frequency is improved. The model including foundation springs predicts a new mode (predominantly swaying of the foundation) that was not observed in the field tests. It is postulated that this mode was suppressed by the large radiation damping that theory predicts to be associated with swaying.
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Information
Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 11 • November 1973
Pages: 997 - 1009
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Nov 1973
Published online: Feb 12, 2021
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Authors
Affiliations
Robert V. Whitman, F.ASCE
Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
John N. Protonotarios
Research Asst., Massachusetts Inst. of Tech., Cambridge, Mass.
Mark F. Nelson, AM.ASCE
Sr. Research Engr., General Motors Research Labs., Warren, Mich.
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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.