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- W792403371 abstract "In this paper, two dimensional vertical and corner infinite elements which can include multiple wave components to model the underlying half-space are developed. These elements are natural and economical to describe the underlying half-space or stiff rock. To prove the behavior of the proposed infinite elements, vertical, horizontal, and rocking compliances of a rigid strip foundation on a viscoelastic soil profile are analyzed and compared with those obtained by boundary solution method. Good agreements are found between the two sets of results. The influences of material properties like Poisson's ratio, material damping, and stiffness ratio of layers as well as the influence of geometrical properties such as layer thicknesses and depth of foundation embedment are studied. Example analysis is also carried out for a foundation of a large shaking table, and the computed vertical and horizontal displacements are compared with the measured." @default.
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- W792403371 date "1997-01-01" @default.
- W792403371 modified "2023-09-24" @default.
- W792403371 title "Vibration Analysis of Strip Foundations in Layered Soils using Infinite Elements" @default.
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