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Free vibration of piles embedded in soil having different modulus of subgrade reaction

✍ Scribed by Yusuf Yesilce; Hikmet H. Catal

Book ID
103815046
Publisher
Elsevier Science
Year
2008
Tongue
English
Weight
304 KB
Volume
32
Category
Article
ISSN
0307-904X

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πŸ“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
✍ S. Bhattacharya; S. Adhikari; N.A. Alexander πŸ“‚ Article πŸ“… 2009 πŸ› Elsevier Science 🌐 English βš– 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