Explicit Frequency-Dependent Equations for Vertical Vibration of Piles
Publication: Practice Periodical on Structural Design and Construction
Volume 22, Issue 2
Abstract
Practicing engineers generally obtain stiffness and damping coefficients for dynamic design of pile foundations from design charts. The design charts require multiple interpolations and produce approximate frequency-independent coefficients. Explicit expressions consistent with the underlying theory for the vertical vibration of single piles are presented in this technical note. These expressions are easily implemented in a computer program, such as a spreadsheet, for design use. The proposed method preserves the frequency-dependent nature of the dynamic coefficients and enables one to account for the true condition of the pile tip. The effectiveness of the proposed method is illustrated with numerous examples.
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References
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© 2016 American Society of Civil Engineers.
History
Received: May 31, 2016
Accepted: Oct 11, 2016
Published online: Nov 8, 2016
Discussion open until: Apr 8, 2017
Published in print: May 1, 2017
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