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Block circulant matrices and applications in free vibration analysis of cyclically repetitive structures

โœ Scribed by Ali Kaveh; Hossein Rahami

Publisher
Springer Vienna
Year
2010
Tongue
English
Weight
909 KB
Volume
217
Category
Article
ISSN
0001-5970

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๐Ÿ“œ SIMILAR VOLUMES

A simplified method for unified buckling
A simplified method for unified buckling and free vibration analysis of pile-supported structures in seismically liquefiable soils
โœ S. Bhattacharya; S. Adhikari; N.A. Alexander ๐Ÿ“‚ Article ๐Ÿ“… 2009 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 988 KB

In seismic-prone zones with liquefiable deposit piles are routinely used to support structures (buildings/bridges). In this paper, a unified buckling and dynamic approach is taken to characterize this vibration. The pile-soil system is modelled as Euler-Bernoulli beam resting against an elastic supp