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Experimental, finite element and analytical characterization of hysteretic response of ductile connections with nailed angle brackets for mass timber structures
dc.creator | Sejkot, Petr | |
dc.creator | Aloisio, Angelo | |
dc.creator | Obradović, Vera | |
dc.creator | Iqbal, Asif | |
dc.date.accessioned | 2024-04-26T22:05:45Z | |
dc.date.available | 2024-04-26T22:05:45Z | |
dc.date.issued | 2024 | |
dc.identifier.issn | 0315-1468 | |
dc.identifier.uri | http://TechnoRep.tmf.bg.ac.rs/handle/123456789/7447 | |
dc.description.abstract | Engineered wood products along with advanced processing and fabrication are pushing the limits of modern wood construction. Innovative concepts and applications facilitate the development of a new generation of structural systems. However, capacities of such systems are often governed by capabilities of the connections. This paper presents the experimental results with numerical and analytical models of angle brackets for prediction of load bearing capacity, stiffness, and ductility. Three types of metal brackets in beam-column connections have been investigated and their performance has been studied in various loading arrangements. Detailed finite-element models of each connection have been developed to gain insights into their behavior. An analytical approach is also adopted to represent the connections. Comparison with test data suggests that the models can reproduce results with good accuracy. The findings confirm feasibility of implementing ductile connections in practical mass timber structures. | sr |
dc.language.iso | en | sr |
dc.publisher | Canadian Science Publishing | sr |
dc.relation | Ministry of Culture of the Czech Republic, research grant NAKI II DG18P02OVV012—Sustainable Management of Historical Buildings | sr |
dc.relation | Natural Science and Engineering Research Council of Canada and Forestry Innovation Investment of British Columbia, Canada | sr |
dc.relation | CTU Global Postdoc Fellowship Program | sr |
dc.relation | info:eu-repo/grantAgreement/MESTD/inst-2020/200287/RS// | sr |
dc.rights | restrictedAccess | sr |
dc.source | Canadian Journal of Civil Engineering | sr |
dc.subject | mass timber structures | sr |
dc.subject | ductile connections | sr |
dc.subject | hysteretic response | sr |
dc.subject | angle brackets | sr |
dc.subject | nailed connections | sr |
dc.title | Experimental, finite element and analytical characterization of hysteretic response of ductile connections with nailed angle brackets for mass timber structures | sr |
dc.type | article | sr |
dc.rights.license | ARR | sr |
dc.identifier.doi | 10.1139/cjce-2023-0394 | |
dc.type.version | publishedVersion | sr |