Reduction of Numerical Model in Some Geotechnical Problems
The concept of equivalence of the realistic, initial reference model and the simplified, reduced model is proposed. In reduced models, the action of the soil on the structure is replaced by the action of a layer with prescribed properties, defined by a set of parameters. The main difficulty here is...
Main Authors: | Góral Artur, Lefik Marek, Wojciechowski Marek |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2023-10-01
|
Series: | Studia Geotechnica et Mechanica |
Subjects: | |
Online Access: | https://doi.org/10.2478/sgem-2023-0016 |
Similar Items
-
Nonlinear Vibration of a Nonlocal Nanobeam Resting on Fractional-Order Viscoelastic Pasternak Foundations
by: Guy Joseph Eyebe, et al.
Published: (2018-08-01) -
Static Analysis of Isotropic Beams Resting on Elastic Foundations of the Winkler-Pasternak Type
by: Larissa Oliveira Santos, et al.
Published: (2023-06-01) -
Forced Vibration Behaviour of Elastically Constrained Graphene Origami-Enabled Auxetic Metamaterial Beams
by: Behrouz Karami, et al.
Published: (2025-01-01) -
Dynamic Analysis of a Uniform Microbeam Resting on a Nonlinear Foundation Considering Its Curvature Subjected to a Mechanical Impact and Electromagnetic Actuation
by: Nicolae Herisanu, et al.
Published: (2024-07-01) -
Application of Adomian decomposition method to free vibration analysis of thin isotropic rectangular plates submerged in fluid
by: Gbeminiyi M. Sobamowo, et al.
Published: (2020-04-01)