Research Article
Nov 1973
Site Consistent Rock Motion
Abstract
A steady-state transfer function technique is used to obtain a record of hypothetical rock motion beneath soil deposits. This rock motion is designated as site consistent because it is compatible with the dynamic properties of the overlying soil deposits, and a measured or prescribed record of motion at the surface of the soil deposit. The soil deposit is modeled as a lumped-mass shear beam, with constant modal damping. This results in a simple formulation of the transfer function. Two examples are presented. The first example shows the characteristics of the rock motion which might have occurred beneath the El Centro earthquake recording station in 1940. The second example demonstrates the use of the transfer function technique in determining soil-structure interaction effects at a nuclear power station site.
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Information & Authors
Information
Published In
Journal of the Power Division
Volume 99 • Issue 2 • November 1973
Pages: 365 - 376
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Nov 1973
Published online: Feb 11, 2021
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Authors
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Sterling B. Johnston, AM.ASCE
Engrg. Analyst, Sargent & Lundy Engr., Chicago, Ill.
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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.