Analysis of Retaining Walls Subjected to Concentrated Loads
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00360359" target="_blank" >RIV/68407700:21110/22:00360359 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.4028/p-2e613d" target="_blank" >https://doi.org/10.4028/p-2e613d</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/p-2e613d" target="_blank" >10.4028/p-2e613d</a>
Alternative languages
Result language
angličtina
Original language name
Analysis of Retaining Walls Subjected to Concentrated Loads
Original language description
Structural analysis of reinforced concrete retaining walls is commonly performed on a two-dimensional model. This approach is suitable only when the applied loads are evenly distributed over the wall length. In cases of concentrated loads (e.g. vehicle impact), two-dimensional modelling brings highly distorted results in comparison to the more realistic three-dimensional modelling. This article presents a study on how wall height and load position affect the result distortion, comparing the outcomes of two-and three-dimensional modelling. The peak value of bending moment was chosen to be the parameter used for the comparison. The error due to the use of two-dimensional model for concentrated loads was quantified. The conclusion of the study is a proposal of correction coefficients that can be applied to the results of two-dimensional analysis, in order to acquire results of equal precision as these from three-dimensional analysis.
Czech name
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Czech description
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Classification
Type
J<sub>ost</sub> - Miscellaneous article in a specialist periodical
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
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Continuities
N - Vyzkumna aktivita podporovana z neverejnych zdroju
Others
Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Solid State Phenomena
ISSN
1662-9779
e-ISSN
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Volume of the periodical
336
Issue of the periodical within the volume
8
Country of publishing house
CH - SWITZERLAND
Number of pages
6
Pages from-to
223-228
UT code for WoS article
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EID of the result in the Scopus database
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