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Description
  • Currently, for reconstruction of historical trusses traditional carpentry joints are used. For many years in the same way these joints are constructed. Unfortunately, the mechanical behavior of these joints and influence of their parts and geometry of joints to the joint stiffness are not well known. This paper describes a study recently completed on the vertical splice skew joint with a key. Experimental tests were performed and compered to the numerical results of three-dimensional finite element model created using ATENA 3D.
  • Currently, for reconstruction of historical trusses traditional carpentry joints are used. For many years in the same way these joints are constructed. Unfortunately, the mechanical behavior of these joints and influence of their parts and geometry of joints to the joint stiffness are not well known. This paper describes a study recently completed on the vertical splice skew joint with a key. Experimental tests were performed and compered to the numerical results of three-dimensional finite element model created using ATENA 3D. (en)
Title
  • Experimental and numerical analysis of vertical splice skew joint with key
  • Experimental and numerical analysis of vertical splice skew joint with key (en)
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  • Experimental and numerical analysis of vertical splice skew joint with key
  • Experimental and numerical analysis of vertical splice skew joint with key (en)
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  • RIV/68407700:21110/12:00194266!RIV13-MSM-21110___
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  • S
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  • 135525
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  • RIV/68407700:21110/12:00194266
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • historical trusses; vertical splice skew joint; carpentry joints; numerical modeling (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [C842ED914EDD]
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  • Prague
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  • Praha
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  • Proceedings of the 3rd Conference Nano and Macro Mechanics NMM 2012
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http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
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  • Fajman, Petr
  • Máca, Jiří
  • Šobra, Karel
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http://linked.open.../riv/zahajeniAkce
number of pages
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  • České vysoké učení technické v Praze. Fakulta stavební
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  • 978-80-01-05097-2
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  • 21110
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