dc.contributor.author | Stamatopoulos, Haris | |
dc.contributor.author | Malo, Kjell Arne | |
dc.contributor.author | Vilguts, Aivars | |
dc.date.accessioned | 2022-02-14T14:14:25Z | |
dc.date.available | 2022-02-14T14:14:25Z | |
dc.date.created | 2022-02-12T09:47:40Z | |
dc.date.issued | 2022 | |
dc.identifier.issn | 0950-0618 | |
dc.identifier.uri | https://hdl.handle.net/11250/2978880 | |
dc.description.abstract | The use of moment-resisting frames with semi-rigid connections as a lateral load-carrying system in timber buildings can reduce the need for bracing with diagonal members or walls and allow for more open and flexible architecture. The overall performance of moment-resisting frames depends largely on the properties of their connections. Screwed-in threaded rods with wood screw thread feature high axial stiffness and capacity and they may be used as fasteners in beam-to-column, moment-resisting timber connections. In the present paper, a structural concept for a beam–to-column, moment-resisting timber connection based on threaded rods is presented and explained. Analytical expressions for the estimation of the rotational stiffness and the forces in the rods were derived based on a component-method approach. The analytical predictions for stiffness were compared to experimental results from full scale tests and the agreement was good. | en_US |
dc.language.iso | eng | en_US |
dc.publisher | Elsevier | en_US |
dc.rights | Navngivelse 4.0 Internasjonal | * |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/deed.no | * |
dc.title | Moment-resisting beam-to-column timber connections with inclined threaded rods: Structural concept and analysis by use of the component method | en_US |
dc.type | Peer reviewed | en_US |
dc.type | Journal article | en_US |
dc.description.version | publishedVersion | en_US |
dc.source.volume | 322 | en_US |
dc.source.journal | Construction and Building Materials | en_US |
dc.source.issue | 126481 | en_US |
dc.identifier.doi | https://doi.org/10.1016/j.conbuildmat.2022.126481 | |
dc.identifier.cristin | 2000726 | |
dc.relation.project | Norges forskningsråd: 254699 | en_US |
cristin.ispublished | true | |
cristin.fulltext | original | |
cristin.qualitycode | 2 | |