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Wind & structures v.8 no.4, 2005년, pp.295 - 307  

Reliability and code level

Kasperski, Michael    (Ruhr-University Bochum, Department of Civil Engineering   ); Geurts, Chris    (TNO Building and Construction Research  );
  • 초록

    The paper describes the work of the IAWE Working Group WBG - Reliability and Code Level, one of the International Codification Working Groups set up at ICWE10 in Copenhagen. The following topics are covered: sources of uncertainties in the design wind load, appropriate design target values for the exceedance probability of the design wind load for different structural classes with different consequences of a failure, yearly exceedance probability of the design wind speed and specification of the design aerodynamic coefficient for different design purposes. The recommendations from the working group are summarized at the end of the paper.


  • 주제어

    design wind load .   design wind speed .   design aerodynamic coefficient .   structural classes .   uncertainties .   extreme values.  

  • 참고문헌 (15)

    1. ESDU - Engineering Science Data Unit (1986), "Variations in space and time for strong winds", ITEM 86010. 
    2. Holmes, J.D., Kasperski, M., Miller, C., Zuranski, J., and Choi, E. (2005), "Extreme wind prediction andzoning", Wind and Struct., An Int. J., 8(4), 269-281. 
    3. Kasperski, M. (1992), "Extreme wind load distributions for linear and non-linear design", Eng. Struct., 14, 27-34. 
    4. Kasperski, M. (1996), "Design wind loads for low-rise buildings: A critical review of wind load specificationsfor industrial buildings", J. Wind Eng. Ind. Aerodyn., 61, 169-179. 
    5. Kasperski, M. (1998), "Climate change and design wind load concepts", Wind and Struct., An Int. J., 1, 145-160. 
    6. Kasperski, M. (2000), "Specification and codification of design wind loads", Habilitation thesis, Department ofCivil Engineering, Ruhr-University Bochum. 
    7. Kasperski, M. (2003), "Specification of the design wind load based on wind tunnel experiments", J. Wind Eng.Ind. Aerodyn., 91, 527-541. 
    8. Lieblein, J. (1974), "Efficient methods of extreme-value methodology", Report NBSIR 74-602, National Bureauof Standards, Washington. 
    9. ASCE - American Society of Civil Engineers (1999), "Wind tunnel studies of buildings and structures", ASCE Manuals and Reports on Engineering Practice No. 67. 
    10. C.E.N. European Convention for Standardisation (2002), EN 1990: Basis of structural design. 
    11. Cook, N.J. and Mayne, J.R. (1980), "A refined working approach to the assessment of wind loads for equivalentstatic design", J. Wind Eng. Ind. Aerodyn., 6, 125-137. 
    12. Davenport, A.G. (1987), "Proposed new international (ISO) wind load standard. High winds and building codes",Proc. of the WERC/NSF Wind Engineering Symposium, Kansas City, Missouri, Nov. 1987. 
    13. ESDU - Engineering Science Data Unit (1985), "Characteristic of atmospheric turbulence near ground","Single point data for strong winds", ITEM 85020 
    14. Gringorten, I.I. (1963), "A plotting rule for extreme probability paper", J. Geophy. Res., 68, 813-814. 
    15. Holmes, J.D. and Kasperski, M. (1996), "Effective distributions of fluctuating and dynamic wind loads",Australian Civil/Structural Engineering Transactions, 38, 83-88. 

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