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Non-linear approaches to the response of brick masonry wall to lateral loading

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27200%2F18%3A10238429" target="_blank" >RIV/61989100:27200/18:10238429 - isvavai.cz</a>

  • Result on the web

    <a href="http://www.geomatejournal.com/node/905" target="_blank" >http://www.geomatejournal.com/node/905</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.21660/2018.42.7174" target="_blank" >10.21660/2018.42.7174</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Non-linear approaches to the response of brick masonry wall to lateral loading

  • Original language description

    The response of brick masonry wall subjected to lateral loading is presented in this paper. Modelling and analysis of masonry seems to be complicated due to two-component material with different properties and dimensions. Out-of-plane loading adds another issue to be solved. Therefore, it is necessary to perform a calibration to evaluate the dynamic properties of the structure. The response of the finite element model is improved by predicting the parameter by performing a non-linear structural analysis. The deformations obtained numerically were compared to that of experimental observations. The experiments were carried out in one of the experimental galleries in the limestone pit. The study deals with the response of the masonry separating walls at various thicknesses, mechanical properties or loading. This contribution compares the effect of variability of particular parameters to the response of the walls. The results could be used for explosion prevention and protection; masonry buildings are taking into account considering the danger of explosion of natural gas or other items. For favourable design or assessment of masonry wall exposed to the out-of-plane load, which involves also explosion, it is possible to calculate the structure using some finite element model.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/VI20152019047" target="_blank" >VI20152019047: Development of the rescue destructive bombs for the disposal of statically damaged buildings</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2018

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    International Journal of GEOMATE

  • ISSN

    2186-2982

  • e-ISSN

  • Volume of the periodical

    14

  • Issue of the periodical within the volume

    42

  • Country of publishing house

    JP - JAPAN

  • Number of pages

    7

  • Pages from-to

    76-82

  • UT code for WoS article

    000429528700013

  • EID of the result in the Scopus database

    2-s2.0-85040939202