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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

  • Czech description

Classification

  • Type

    J<sub>ost</sub> - Miscellaneous article in a specialist periodical

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

  • 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

  • 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

  • EID of the result in the Scopus database