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Dynamic response analysis of rigid foundations and of elastic structures by Boundary Element procedures

โœ Scribed by H. Antes; O. von Estorff

Publisher
Elsevier Science
Year
1989
Tongue
English
Weight
616 KB
Volume
8
Category
Article
ISSN
0267-7261

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โœฆ Synopsis

Boundary element procedures are employed in the frequency as well as in the time domain to determine the dynamic response of rigid foundations and of flexible elastic structures when placed on or embedded in an elastic soil medium under plane strain conditions. Parametric studies examining the damping effect dependence on the soil medium and on the embedment depth are presented.

๐Ÿ“œ SIMILAR VOLUMES

DYNAMIC ANALYSIS OF RIGID SURFACE FOOTIN
DYNAMIC ANALYSIS OF RIGID SURFACE FOOTINGS BY BOUNDARY ELEMENT METHOD
โœ J. Qian; L.G. Tham; Y.K. Cheung ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 241 KB

An accurate and efficient boundary element procedure is developed for the analysis of dynamic response of rigid surface footings. The footings are assumed to be resting on an elastic half-space. The problem is formulated in the frequency domain by adopting the half-space Green's function for surface