Show simple item record

dc.contributor.authorMynarz, Miroslav
dc.contributor.authorMynarzová, Lucie
dc.date.accessioned2018-05-04T05:39:49Z
dc.date.available2018-05-04T05:39:49Z
dc.date.issued2018
dc.identifier.citationInternational Journal of GEOMATE. 2018, vol. 14, issue 42, p. 76-82.cs
dc.identifier.issn2186-2982
dc.identifier.issn2186-2990
dc.identifier.urihttp://hdl.handle.net/10084/126686
dc.description.abstractThe 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.cs
dc.format.extent825126 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherThe Geomate International Societycs
dc.relation.ispartofseriesInternational Journal of GEOMATEcs
dc.relation.urihttps://doi.org/10.21660/2018.42.7174cs
dc.rightsCopyright © Int. J. of GEOMATE. All rights reserved, including the making of copies unless permission is obtained from the copyright proprietors.cs
dc.subjectbrick masonrycs
dc.subjectseparating wallcs
dc.subjectexplosioncs
dc.subjectdynamic responsecs
dc.subjectnonlinear responsecs
dc.titleNon-linear approaches to the response of brick masonry wall to lateral loadingcs
dc.typearticlecs
dc.identifier.doi10.21660/2018.42.7174
dc.rights.accessrestrictedAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume14cs
dc.description.issue42cs
dc.description.lastpage82cs
dc.description.firstpage76cs
dc.identifier.wos000429528700013


Files in this item

This item appears in the following Collection(s)

Show simple item record