Numerical models for the elastic halfspace dynamic response due to road traffic load
Due to the information technology development the numerical modelling in the traffic structures engineering finding the application. Even in the traffic effect on the geological environment and soil. It this case two mechanical systems are interactive and acting to each other. This special type of i...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
EDP Sciences
2018-01-01
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Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201825104057 |
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author | Papán Daniel Papánová Zuazana |
author_facet | Papán Daniel Papánová Zuazana |
author_sort | Papán Daniel |
collection | DOAJ |
description | Due to the information technology development the numerical modelling in the traffic structures engineering finding the application. Even in the traffic effect on the geological environment and soil. It this case two mechanical systems are interactive and acting to each other. This special type of interactive task is usually solves by using Finite Element Method (FEM). In both mechanical systems propagates the dynamic strength and strain effects. The Traffic Seismicity (TF) in the elastic half space is possible to solve in the time and the frequency domain. The paper contains theoretical approach of the two numerical simulations in the TS task. For this type of the FEM simulations the various numerical systems were used. |
first_indexed | 2024-12-20T14:36:06Z |
format | Article |
id | doaj.art-636c571168544e649c80d70e39530ecc |
institution | Directory Open Access Journal |
issn | 2261-236X |
language | English |
last_indexed | 2024-12-20T14:36:06Z |
publishDate | 2018-01-01 |
publisher | EDP Sciences |
record_format | Article |
series | MATEC Web of Conferences |
spelling | doaj.art-636c571168544e649c80d70e39530ecc2022-12-21T19:37:26ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012510405710.1051/matecconf/201825104057matecconf_ipicse2018_04057Numerical models for the elastic halfspace dynamic response due to road traffic loadPapán DanielPapánová ZuazanaDue to the information technology development the numerical modelling in the traffic structures engineering finding the application. Even in the traffic effect on the geological environment and soil. It this case two mechanical systems are interactive and acting to each other. This special type of interactive task is usually solves by using Finite Element Method (FEM). In both mechanical systems propagates the dynamic strength and strain effects. The Traffic Seismicity (TF) in the elastic half space is possible to solve in the time and the frequency domain. The paper contains theoretical approach of the two numerical simulations in the TS task. For this type of the FEM simulations the various numerical systems were used.https://doi.org/10.1051/matecconf/201825104057 |
spellingShingle | Papán Daniel Papánová Zuazana Numerical models for the elastic halfspace dynamic response due to road traffic load MATEC Web of Conferences |
title | Numerical models for the elastic halfspace dynamic response due to road traffic load |
title_full | Numerical models for the elastic halfspace dynamic response due to road traffic load |
title_fullStr | Numerical models for the elastic halfspace dynamic response due to road traffic load |
title_full_unstemmed | Numerical models for the elastic halfspace dynamic response due to road traffic load |
title_short | Numerical models for the elastic halfspace dynamic response due to road traffic load |
title_sort | numerical models for the elastic halfspace dynamic response due to road traffic load |
url | https://doi.org/10.1051/matecconf/201825104057 |
work_keys_str_mv | AT papandaniel numericalmodelsfortheelastichalfspacedynamicresponseduetoroadtrafficload AT papanovazuazana numericalmodelsfortheelastichalfspacedynamicresponseduetoroadtrafficload |