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Incremental Load Formulation for Generating Limit States in the Reliability Analysis of Non-Linear Systems

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Reliability and Optimization of Structural Systems ’91

Part of the book series: Lecture Notes in Engineering ((LNENG,volume 76))

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Abstract

A structural system reliability analysis of a typical jacket platform is presented. The nonlinear behaviour of the braces has been taken into account by an incremental load formulation in differential form. The first order Taylor expansion of limit states for a piece-wise linear structure with random stiffnesses, is established. To illustrate the formulation, a simple example with two brace elements has been given.

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References

  1. F. Moses, and B. Stahl, Reliability analysis format for offshore structures, Proc. 10th. Annual Offshore Technology Conference, Paper No.3046, Houston, 1979.

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  2. Y.-L. Wu, and T. Moan, An incremental load formulation for limit states in the reliability analysis of nonlinear system, Structural safety, 10 (1991) 307–325.

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  3. M. Hohenbichler and R. Rackwitz, First-order concepts in system reliability, Structural safety, 1 (3) (1983) 195–229.

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  4. Y.-L. Wu, System Reliability Analyses of Offshore Structures Using Improved Truss and Beam Models, Dr.ing. thesis 1989: 59, Div. of marine structures, The Norwegian Institute of Technology, Trodheim, 1989.

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© 1992 International Federation for Information Processing, Geneva, Switzerland

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Wu, YL., Moan, T. (1992). Incremental Load Formulation for Generating Limit States in the Reliability Analysis of Non-Linear Systems. In: Rackwitz, R., Thoft-Christensen, P. (eds) Reliability and Optimization of Structural Systems ’91. Lecture Notes in Engineering, vol 76. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-84753-0_30

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  • DOI: https://doi.org/10.1007/978-3-642-84753-0_30

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-55403-5

  • Online ISBN: 978-3-642-84753-0

  • eBook Packages: Springer Book Archive

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