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dc.contributor.authorJohanides, Marek
dc.contributor.authorKubincová, Lenka
dc.contributor.authorMikolášek, David
dc.contributor.authorLokaj, Antonín
dc.contributor.authorSucharda, Oldřich
dc.contributor.authorMynarčík, Petr
dc.date.accessioned2021-03-11T10:13:38Z
dc.date.available2021-03-11T10:13:38Z
dc.date.issued2021
dc.identifier.citationSustainability. 2021, vol. 13, issue 1, art. no. 156.cs
dc.identifier.issn2071-1050
dc.identifier.urihttp://hdl.handle.net/10084/142942
dc.description.abstractInitially, timber was considered only as an easily accessible and processable material in nature; however, its excellent properties have since become better understood. During the discovery of new building materials and thanks to new technological development processes, industrial processing technologies and gradually drastically decreasing forest areas, wood has become an increasingly neglected material. Load-bearing structures are made mostly of reinforced concrete or steel elements. However, ecological changes, the obvious problems associated with environmental pollution and climate change, are drawing increasing attention to the importance of environmental awareness. These factors are attracting increased attention to wood as a building material. The increased demand for timber as a building material offers the possibility of improving its mechanical and physical properties, and so new wood-based composite materials or new joints of timber structures are being developed to ensure a better load capacity and stiffness of the structure. Therefore, this article deals with the improvement of the frame connection of the timber frame column and a diaphragm beam using mechanical fasteners. In common practice, bolts or a combination of bolts and pins are used for this type of connection. The subject of the research and its motivation was to replace these commonly used fasteners with more modern ones to shorten and simplify the assembly time and to improve the load capacity and rigidity of this type of frame connection.cs
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofseriesSustainabilitycs
dc.relation.urihttp://doi.org/10.3390/su13010156cs
dc.rights© 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectrotational stiffnesscs
dc.subjectframe connectioncs
dc.subjectscrewscs
dc.subjectglued laminated timbercs
dc.subjectnumerical modelcs
dc.subjectFEMcs
dc.titleAnalysis of rotational stiffness of the timber frame connectioncs
dc.typearticlecs
dc.identifier.doi10.3390/su13010156
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume13cs
dc.description.issue1cs
dc.description.firstpageart. no. 156cs
dc.identifier.wos000606473700001


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© 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.
Except where otherwise noted, this item's license is described as © 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.