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  • Paper is focused on the behavior of individual elements on the pin connection of steel and timber beams and determines the stiffness characteristics of this connection. The connection is repetitively use on modern bridge structures to ensure the overall stability of the structure. Interaction of all parts of the connection (components as beams, face plate, bolts, washers and nuts) is numerically modeled using the FEM program, the stiffness and the deformation behavior of the connection is studied mainly. The problem is also analytically solved.
  • Paper is focused on the behavior of individual elements on the pin connection of steel and timber beams and determines the stiffness characteristics of this connection. The connection is repetitively use on modern bridge structures to ensure the overall stability of the structure. Interaction of all parts of the connection (components as beams, face plate, bolts, washers and nuts) is numerically modeled using the FEM program, the stiffness and the deformation behavior of the connection is studied mainly. The problem is also analytically solved. (en)
Title
  • Rotational stiffness charakteristice of the steel-timber connection
  • Rotational stiffness charakteristice of the steel-timber connection (en)
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  • Rotational stiffness charakteristice of the steel-timber connection
  • Rotational stiffness charakteristice of the steel-timber connection (en)
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  • RIV/61989100:27120/12:86083200!RIV13-MSM-27120___
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  • 166205
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  • RIV/61989100:27120/12:86083200
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  • timber, pin connection, stiffness, interaction, FEM model, analytical model (en)
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  • [09F41C2CC49A]
http://linked.open...v/mistoKonaniAkce
  • Paříž
http://linked.open...i/riv/mistoVydani
  • [Francie]
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  • Recent advances in engineering : proceedings of the 3rd European Conference of Chemical Engineering (ECCE '12), proceedings of the 3rd European Conference on Civil Engineering (ECCIE '12) : Paris, France, December 2-4, 2012
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  • Rosmanit, Miroslav
  • Mikolášek, David
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issn
  • 2227-4588
number of pages
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  • WSEAS Press
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  • 978-1-61804-137-1
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  • 27120
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