Skip to main content

Abstract

In chapter 5 a detailed presentation of level 2 methods was given. It was shown that the reliability index β of Hasofer and Lind is failure function invariant in the sense that equivalent failure functions result in the same reliability index.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 79.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 99.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Bibliography

  1. Ditlevsen, O.: Fundamentals of Second Moment Structural Reliability Theory. Int. Research Seminar on Safety of Structures, Trondheim, Norway, 1977.

    Google Scholar 

  2. Ditlevsen, O.: Uncertainty Modeling. McGraw-Hill, 1981.

    MATH  Google Scholar 

  3. Hasofer, A. M. and N. Lind: An Exact and Invariant First Order Reliability Format. Proc. ASCE, J. Eng. Mech. Div., 1974, pp. 111–121.

    Google Scholar 

  4. Rackwitz, R. and B. Fiessler: An Algorithm for Calculation of Structural Reliability under Combined Loading. Berichte zur Sicherheitstheorie der Bauwerke, Lab. f. Konstr. Ingb., München, 1977.

    Google Scholar 

  5. Rationalisation of Safety and Serviceability Factors in Structural Codes. Report 63, Construction Industry Research and Information Association, London, England, 1977.

    Google Scholar 

  6. The Nordic Committee on Building Regulations (NKB): The Loading and Safety Group, Recommendations for Loading and Safety Regulations for Structural Design. NKB-Report No. 36, November 1978.

    Google Scholar 

  7. Thoft-Christensen, P.: Introduction to Reliability of Offshore Structures. Lectures on Offshore Engineering (eds. W. J. Graff and P. Thoft-Christensen ), Aalborg University Centre, Aalborg, Denmark, 1978, pp. 53–72.

    Google Scholar 

  8. Thoft-Christensen, P.: Some Experience from Application of Optimization Technique in Structural Reliability. Bygningsstatiske Meddelelser, Vol. 48, 1977, pp. 31–44.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

Copyright information

© 1982 Springer-Verlag Berlin, Heidelberg

About this chapter

Cite this chapter

Thoft-Christensen, P., Baker, M.J. (1982). Extended Level 2 Methods. In: Structural Reliability Theory and Its Applications. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-68697-9_6

Download citation

  • DOI: https://doi.org/10.1007/978-3-642-68697-9_6

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-68699-3

  • Online ISBN: 978-3-642-68697-9

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics