Structural reliability according to Eurocodes in serviceability limit state

Daniel Honfi, Annika Mårtensson

Research output: Chapter in Book/Report/Conference proceedingPaper in conference proceedingpeer-review

Abstract

The current study aims to investigate the reliability for serviceability design for flexural members made of different materials (steel, concrete and timber) according to the specifications of the current versions of Eurocodes. Second-order reliability method is applied to determine the reliability index for different design situations for simply supported beams subjected to bending. The characteristic, the frequent and the quasi-permanent combination of actions has been investigated and compared. The differences in service reliability for different materials have been discussed.
Original languageEnglish
Title of host publicationIABSE-IASS 2011 London Symposium Report
Number of pages8
Publication statusPublished - 2011
EventIABSE-IASS Symposium: Taller, Longer, Lighter - London
Duration: 2011 Sep 23 → …

Conference

ConferenceIABSE-IASS Symposium: Taller, Longer, Lighter
Period2011/09/23 → …

Subject classification (UKÄ)

  • Building Technologies

Keywords

  • Reliability
  • serviceability
  • deflections
  • Eurocode
  • steel
  • concrete
  • timber.

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