The Institute of Theoretical and Applied Mechanics 6 records found  Search took 0.02 seconds. 
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This paper presents an analytical model, based on the beam-on-dynamic Winkler foundation approach, for the evaluation of the kinematic stress resultants in single incline [...]
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This work presents a simplified procedure for the evaluation of the kinematic stress resultants in single piles subjected to earthquake soil displacements. The procedure [...]
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In this paper the seismic behaviour of single piles embedded in layered soil deposits is evaluated by considering the soil-pile kinematic interaction. The kinematic analy [...]
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2 Dezi, F.
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