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    A new steel structural system of a suspension pedestrian bridge

    New search for: Juozapaitis, A.
    New search for: Vainiunas, P.
    New search for: Kaklauskas, G.

    AbstractThe paper deals with a new structural system of pedestrian steel bridge consisting of carrying suspension members made of stiff (in bending) rolled or welded sections and a flexible cylindrical deck. Structural behaviour of such a suspension member subjected to unsymmetrical live loading has been discussed on a basis of kinematic conditions. Ways of stabilization of kinematic displacements have been under consideration. Effects of bending stiffness and geometrical non-linearity of the suspension structure are taken into account. Analytical expressions for the analysis of the flexible cylindrical deck have been proposed. In an alternative concrete deck, a layered model has been applied for the stress and strain analysis.

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    A new steel structural system of a suspension pedestrian bridge

    New search for: Juozapaitis, A.
    New search for: Vainiunas, P.
    New search for: Kaklauskas, G.

    AbstractThe paper deals with a new structural system of pedestrian steel bridge consisting of carrying suspension members made of stiff (in bending) rolled or welded sections and a flexible cylindrical deck. Structural behaviour of such a suspension member subjected to unsymmetrical live loading has been discussed on a basis of kinematic conditions. Ways of stabilization of kinematic displacements have been under consideration. Effects of bending stiffness and geometrical non-linearity of the suspension structure are taken into account. Analytical expressions for the analysis of the flexible cylindrical deck have been proposed. In an alternative concrete deck, a layered model has been applied for the stress and strain analysis.

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    A new steel structural system of a suspension pedestrian bridge

    New search for: Juozapaitis, A.
    New search for: Vainiunas, P.
    New search for: Kaklauskas, G.

    AbstractThe paper deals with a new structural system of pedestrian steel bridge consisting of carrying suspension members made of stiff (in bending) rolled or welded sections and a flexible cylindrical deck. Structural behaviour of such a suspension member subjected to unsymmetrical live loading has been discussed on a basis of kinematic conditions. Ways of stabilization of kinematic displacements have been under consideration. Effects of bending stiffness and geometrical non-linearity of the suspension structure are taken into account. Analytical expressions for the analysis of the flexible cylindrical deck have been proposed. In an alternative concrete deck, a layered model has been applied for the stress and strain analysis.

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    Title:

    A new steel structural system of a suspension pedestrian bridge

    Contributors:

    Juozapaitis, A. (author) / Vainiunas, P. (author) / Kaklauskas, G. (author)

    Published in:

    Journal of Constructional Steel Research ; 62 ; 1257-1263

    Publication date:

    2006-04-28

    Size:

    7 pages

    ISSN:

    0143-974X

    DOI:

    https://doi.org/10.1016/j.jcsr.2006.04.023

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Suspension pedestrian bridge , Steel cable , Kinematic displacement , Stiff suspension steel member , Deck , Stress–strain analysis

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