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FEM Analysis of Dynamic Soil-Pile-Structure Interaction in Liquefied and Laterally Spreading Ground

✍ Scribed by Chang, Dongdong; Boulanger, Ross; Brandenberg, Scott; Kutter, Bruce


Book ID
126687883
Publisher
Earthquake Engineering Research Institute
Year
2013
Tongue
English
Weight
1013 KB
Volume
29
Category
Article
ISSN
8755-2930

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A simplified method for unified buckling
✍ 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