Shakedown Analysis of “Soil-Pile Foundation-Frame” System under Seismic Action

In this article, the seismic shakedown FEM analysis of reinforced concrete and composite spatial frame structures on the deformable foundation, taking into account the elasticplastic and brittle behavior of structures elements, is presented. A foundation consists of group of the piles in the soil. T...

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Bibliographic Details
Main Authors: Alawdin Piotr, Bulanov George
Format: Article
Language:English
Published: Sciendo 2018-03-01
Series:Civil and Environmental Engineering Reports
Subjects:
Online Access:https://doi.org/10.2478/ceer-2018-0009