A finite element analysis procedure was used to determine the capacity of the hull of an Auger tension leg platform (TLP) to resist lateral-torsional buckling under hydrostatic pressure. The modelled hull structure was stiffened by either circumferential rings and stringers or circumferential rings only. The analysis incorporated fabrication tolerances for out-of-roundness, axial offset, and web tilt of the circumferential stiffening rings.


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    Titel :

    Stability analysis of orthogonally stiffened TLP columns


    Beteiligte:
    Wang, Y.Y. (Autor:in) / Luyties, W.H. (Autor:in) / Balint, S.W. (Autor:in)


    Erscheinungsdatum :

    1997


    Format / Umfang :

    Seiten


    Medientyp :

    Aufsatz (Konferenz)


    Format :

    Print


    Sprache :

    Englisch





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