Výsledky vyhledávání - "Ostap Kashoida"

Numerical simulation of the experiment on testing a group of piles using different models of soil base

Publikováno v: Strength of Materials and Theory of Structures. :441-454

In the paper, the influence of the selected model of the soil environment on the stress-strain state (SSS) of the pile foundation is studied. The following issue sare considered: 1) analysis of the main models of the soil environment, widely used in

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ff462334c5852ff8e6e8f49a0a98e7ed
https://doi.org/10.32347/2410-2547.2022.109.441-454

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The influence of the rigidity of the joints of the panel house on the stress-deformed state of the foundation structures

Autor: Ostap Kashoida, Viktor Nosenko

Publikováno v: Bases and Foundations. :9-18

The work compares the stress-deformed states of the pile foundations of the house depending on the method of modeling the joints of the wall panels. The use of wall panels is due to the fact that their installation is a relatively fast technological

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::5cb15b78251e3c12e89eab840ca94b70
https://doi.org/10.32347/0475-1132.44.2022.9-18

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Determination of the stress-strain state of a group of piles by numerical simulation of their interaction with the base according to field research data

Autor: Ostap Kashoida, Viktor Nosenko

Publikováno v: Bases and Foundations. :87-100

Engineers often face the question: - Which software package should be chosen to solve a particular problem? The following software systems are used to solve geotechnical problems: 1) Plaxis; 2) Midas GTS NX; 3) Abaqus; 4) Lira - SAPR. Each of the sof

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::9a6d79c4d74d25fee8c269b058436ec0
https://doi.org/10.32347/0475-1132.43.2021.87-100

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Influence of the choice of the base model on the stress-strain state of the vertical load-bearing elements of a monolithic-frame house

Autor: Ostap Kashoida, Viktor Nosenko

Publikováno v: Bases and Foundations. :45-54

Comparison of the stress-strain state of vertical elements of the frame of a monolithic house (basement, first and fourth floors), depending on the method of modeling the soil environment and piles, is carried out. The use of pile foundations is due

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ee8851fd54b93f1e84fbb02fadf97b60
https://doi.org/10.32347/0475-1132.41.2020.45-54

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Numerical simulation the stress-strain state of the pile foundation building using different soil models

Autor: Viktor Nosenko, Ostap Kashoida

Publikováno v: Bases and Foundations. :34-43

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::c0d5d4cb8ae49271c93c21143ea2ffd6
https://doi.org/10.32347/0475-1132.38.2019.34-43

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