Regresar

Non-linear analysis of a cable stayed bridge

Abstract:

A concrete single-pylon cable-stayed bridge has been analyzed to investigate the ultimate capacity. Two different methods were used to investigate the nonlinear behaviour. First, a simplified analysis was used. Second, a nonlinear analysis was performed. Both methods showed comparable results with regard to the deflections and loading capacity.

Año de publicación:

1993

Keywords:

    Fuente:

    scopusscopus

    Tipo de documento:

    Conference Object

    Estado:

    Acceso restringido

    Áreas de conocimiento:

    • Ingeniería estructural
    • Ingeniería mecánica

    Áreas temáticas:

    • Ingeniería civil
    • Ingeniería y operaciones afines

    Contribuidores:

    Kaptijn N.Kaptijn N.
    Cor van der VeenCor van der Veen