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Comparing sequential le analysis and full NL analysis in 3D structural concrete design

Abstract:

The paper describes an alternative way to check a structural concrete design assuming an acceptable knowledge of concrete mechanics of the design engineer, based on the CEB-FIP Model Code 1990. This method reduces the elapse time of a full nonlinear 3D structural concrete design analysis. It is based on a robust linear static analysis procedure. Importing the full 3D geometry from predesign tools in the future means that for design control the engineer will require a 3D calculation and checking tool with realistic elapse time options. © 2004 Taylor & Francis Group, London.

Año de publicación:

2004

Keywords:

    Fuente:

    scopusscopus

    Tipo de documento:

    Conference Object

    Estado:

    Acceso restringido

    Áreas de conocimiento:

    • Ingeniería estructural

    Áreas temáticas:

    • Ingeniería civil
    • Ingeniería y operaciones afines

    Contribuidores:

    Blaauwendraad J.Blaauwendraad J.
    Cor van der VeenCor van der Veen
    Walraven J.C.Walraven J.C.
    DE BOER A.DE BOER A.