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Reliability of steel flexural members according to EC in serviceability limit state

In English

Författare

Summary, in English

To achieve a relatively consistent probability of failure for structural elements, most design codes apply reliability based code calibration process. Such approaches commonly focus on the ultimate strength of the structural members, which is related to the ultimate limit state (ULS). In the design of steel beams the performance of the structural elements is often limited by the serviceability requirements, which are related to the serviceability limit state (SLS) using different load combinations than those applied in the ultimate limit state. The current study aims to investigate the reliability for serviceability design for flexural steel members according to the specifications of the Eurocode. Second-order reliability method (SORM) is applied to determine the reliability index for different load ratios.

Publiceringsår

2009

Språk

Engelska

Sidor

446-453

Publikation/Tidskrift/Serie

Proceedings of 11th Nordic Steel Construction Conference

Dokumenttyp

Konferensbidrag

Ämne

  • Building Technologies

Nyckelord

  • KstrReliability
  • serviceability
  • Eurocode

Conference name

Nordic Steel Construction Conference

Conference date

2009-09-02 - 2009-09-04

Conference place

Malmö, Sweden

Status

Published

ISBN/ISSN/Övrigt

  • ISBN: 91-7127-058-2