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    Fatigue Capacity of Load Carrying Fillet-Welded Connections Subjected to Axial and Shear Loading 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2009:;volume( 131 ):;issue: 004:;page 41302
    Author(s): Inge Lotsberg
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The status on current design recommendations concerning the fatigue capacity of load carrying fillet welds was presented by Maddox (, 2006, “Status Review on Fatigue Performance of Fillet Welds,” ...
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    Laboratory Testing of Ultimate Capacity of Dented Tubular Members 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Einar Landet; Inge Lotsberg
    Publisher: American Society of Civil Engineers
    Abstract: During the last few years a project on experimental investigation of the ultimate capacity of dented beam‐columns was performed at Veritas Offshore Technology and Services A.S. in Oslo, Norway. The purpose of the project ...
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    Hot Spot Stress S-N Curve for Fatigue Analysis of Plated Structures 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2006:;volume( 128 ):;issue: 004:;page 330
    Author(s): Inge Lotsberg; Gudfinnur Sigurdsson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Finite element analysis is being used by designers for fatigue assessment of structures. It is therefore important that a proper link between calculated hot spot stress and fatigue capacity is ...
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    Fatigue Capacity of FPSO Structures 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2006:;volume( 128 ):;issue: 002:;page 156
    Author(s): Pål G. Bergan; Inge Lotsberg
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents an overview of a joint industry project, addressing the problem of fatigue capacity of FPSOs (FPSO=ship shaped structures used for floating production storage and offshore ...
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    Design of Karin Deepwater Platform with Respect to Fatigue 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Inge Lotsberg; Aage Taarnes; Per A. Simensen
    Publisher: American Society of Civil Engineers
    Abstract: A conceptual design of a hexagonal platform for a water depth of 310 m in the North Sea is described. The structure is designed for an extreme wave‐loading condition accounting for dynamic amplification corresponding to a ...
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    Probabilistic Inspection Planning of the Åsgard A FPSO Hull Structure With Respect to Fatigue 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2000:;volume( 122 ):;issue: 002:;page 134
    Author(s): Inge Lotsberg; Per Terje Wold; Gudfinnur Sigurdsson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Probabilistic methods has been used to develop a basis for an in-service inspection program for the Åsgard A FPSO hull structure with respect to fatigue cracks. Åsgard A is a floating ...
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    Recommended Design Fatigue Factors for Reassessment of Piles Subjected to Dynamic Actions From Driving 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 004:;page 41603
    Author(s): Inge Lotsberg; Michael E. Hall; Gudfinnur Sigurdsson; Knut Arnesen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Calculated probabilities of fatigue failure depend on the analysis procedure used for design. Calculated probabilities of a fatigue failure also depend on long term stress ranges due to loading ...
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    Fatigue Testing and S-N Data for Fatigue Analysis of Piles 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 004:;page 41602
    Author(s): Inge Lotsberg; Per Haagensen; Michael E. Hall; Stig Wästberg; Hugo Ulle
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Design S-N curves in design codes are based on fatigue test data, where the stress cycle is under external tension load. It is observed that during pile driving most of the stress cycle is ...
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