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dc.contributor.advisorMalo, Kjell Arne
dc.contributor.authorCepelka, Martin
dc.date.accessioned2017-12-04T08:52:28Z
dc.date.available2017-12-04T08:52:28Z
dc.date.issued2017
dc.identifier.isbn978-82-326-2709-7
dc.identifier.issn1503-8181
dc.identifier.urihttp://hdl.handle.net/11250/2468880
dc.language.isoengnb_NO
dc.publisherNTNUnb_NO
dc.relation.ispartofseriesDoctoral theses at NTNU;2017:320
dc.relation.haspartPaper 1: Cepelka, Martin; Malo, Kjell Arne. Moment resisting splice of timber beams using long threaded rods and grout-filled couplers – Experimental results and predictive models. Construction and Building Materials 2017 ;Volum 155. s. 560-570 https://doi.org/10.1016/j.conbuildmat.2017.08.089nb_NO
dc.relation.haspartPaper 2: Effect of rod.to-grain angle on capacity and stiffness of axially and laterially loaded long threaded rods in timber jointsnb_NO
dc.relation.haspartPaper 3: Moment resisitng on-site splice of large glulam elements by use of mechanically coupled long threaded rodsnb_NO
dc.relation.haspartPaper 4: Cepelka, Martin; Malo, Kjell Arne. Experimental study of end grain effects in timber joints under uniaxial compression load. I: Proceedings of the World Conference on Timber Engineering (WCTE 2016).nb_NO
dc.relation.haspartPaper 5: Cepelka, Martin; Malo, Kjell Arne. Effect of on-site joints for timber networks arch bridges. Proceedings of the International Conference on TImber Bridges (ICTB 2017)nb_NO
dc.titleSplicing of Large Glued Laminated Timber Elements by Use of Long Threaded Rodsnb_NO
dc.typeDoctoral thesisnb_NO


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