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