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A simplified model for the analysis of machine foundations on a nonsaturated, elastic and linear soil layer
Date
2001-12
Author
Aşık, Mehmet Zülfü
Metadata
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A simplified semi-analytical method, which considers advantages of analytical and numerical approaches, is developed to compute the response of a rigid strip and circular machine foundations - subjected to a harmonic excitation - resting on a layer of soil deposit with a noncompliant rock or rock-like material at the base. The method is based on variational principles and minimization of energy using Hamilton's principle. Nondimensional equations are developed for both type of footing resting on a soil layer. Dynamic response characteristics are plotted by using nondimensional parameters for both types of footing.
Subject Keywords
Vibration analysis
,
Layered medium
,
Machine foundation
,
Geometric damping
,
Strip footingCircular footing
URI
https://hdl.handle.net/11511/28345
Journal
Computers & Structures
DOI
https://doi.org/10.1016/s0045-7949(01)00149-3
Collections
Department of Aerospace Engineering, Article
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M. Z. Aşık, “A simplified model for the analysis of machine foundations on a nonsaturated, elastic and linear soil layer,”
Computers & Structures
, pp. 2717–2726, 2001, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/28345.