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En 1990 Basis of Structural Design - Annex B Reliability Differentiation Annex C Reliability Theory

Jun 02, 2018

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  • 8/11/2019 En 1990 Basis of Structural Design - Annex B Reliability Differentiation Annex C Reliability Theory

    1/31

    Brussels, 18-20 February 2008 Dissemination of information workshop 1

    EUROCODESBackground and Applications

    Ton Vrouwenvelder

    TNO / TU Delft

    EN1990

    Basis of Structural Design

    Annex B Reliability DifferentiationAnnex C Reliability Theory

  • 8/11/2019 En 1990 Basis of Structural Design - Annex B Reliability Differentiation Annex C Reliability Theory

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    Brussels, 18-20 February 2008 Dissemination of information workshop 2

    EUROCODESBackground and Applications

    - randomness - natural variability

    - statistical uncertainties - lack of data

    - model uncertainties - simplified models- vagueness - imprecision in definitions

    - gross errors - human factors

    - ignorance - lack of knowledge

    Density Plot (Shifted Lognormal) - [ A1_792]

    210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420

    0.000

    0.005

    0.010

    0.015

    0.020

    Relative frequency

    Yield strength [MPa]

    Design =

    decision making

    under uncertainty

  • 8/11/2019 En 1990 Basis of Structural Design - Annex B Reliability Differentiation Annex C Reliability Theory

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    Brussels, 18-20 February 2008 Dissemination of information workshop 3

    EUROCODESBackground and Applications

    To get a grip:

    Mechanical models Statistical models

    Engineering judgement

    Robustness Quality Control

  • 8/11/2019 En 1990 Basis of Structural Design - Annex B Reliability Differentiation Annex C Reliability Theory

    4/31

    Brussels, 18-20 February 2008 Dissemination of information workshop 4

    EUROCODESBackground and Applications

    EN 1990: Annexes B / C (Informatieve)

    Consequences classes

    Differentiation of beta values and partial factors

    Background for Partial Factor design

    Background for Probabilistic design

    EN 1990 Main Text:

    3.5 (5) As an alternative, a design directly based

    on probabilistic methods may be used.

  • 8/11/2019 En 1990 Basis of Structural Design - Annex B Reliability Differentiation Annex C Reliability Theory

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    Brussels, 18-20 February 2008 Dissemination of information workshop 5

    EUROCODESBackground and Applications