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Non-linear response of a layered medium
Date
2007-09-01
Author
Aşık, Mehmet Zülfü
Isbuga, V.
Metadata
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This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
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The response of a soil medium with a stiff and elastic layer on the top can be captured in a model introduced by Iwan using a calculation procedure introduced by Joyner and Chen. The problem analyzed here is basically the response of horizontal soil layers bounded below by a semi-infinite elastic medium and above by an elastic layer. The medium is shaken by a ground motion assumed to originate at the top of the semi-infinite elastic medium. The aim of the study is to investigate the nonlinear soil-structure interaction problem by considering true nonlinear behavior of the soil under seismic excitations.
Subject Keywords
Mechanical Engineering
,
General Materials Science
,
Mechanics of Materials
,
Automotive Engineering
,
Aerospace Engineering
URI
https://hdl.handle.net/11511/47087
Journal
JOURNAL OF VIBRATION AND CONTROL
DOI
https://doi.org/10.1177/1077546307077461
Collections
Department of Aerospace Engineering, Article