Wind and Structures

  • 제8권4호
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  • Pages.295-307
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  • 2005
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Reliability and code level

  • 투고 : 2003.10.01
  • 심사 : 2005.04.20
  • 발행 : 2005.08.25
⟨ 이전 논문 다음 논문 ⟩

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.

키워드

참고문헌

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  2. C.E.N. European Convention for Standardisation (2002), EN 1990: Basis of structural design.
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  5. ESDU - Engineering Science Data Unit (1985), "Characteristic of atmospheric turbulence near ground","Single point data for strong winds", ITEM 85020
  6. ESDU - Engineering Science Data Unit (1986), "Variations in space and time for strong winds", ITEM 86010.
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  9. 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. https://doi.org/10.12989/was.2005.8.4.269
  10. Kasperski, M. (1992), "Extreme wind load distributions for linear and non-linear design", Eng. Struct., 14, 27-34. https://doi.org/10.1016/0141-0296(92)90005-B
  11. 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. https://doi.org/10.1016/0167-6105(96)00051-7
  12. Kasperski, M. (1998), "Climate change and design wind load concepts", Wind and Struct., An Int. J., 1, 145-160. https://doi.org/10.12989/was.1998.1.2.145
  13. Kasperski, M. (2000), "Specification and codification of design wind loads", Habilitation thesis, Department ofCivil Engineering, Ruhr-University Bochum.
  14. Kasperski, M. (2003), "Specification of the design wind load based on wind tunnel experiments", J. Wind Eng.Ind. Aerodyn., 91, 527-541. https://doi.org/10.1016/S0167-6105(02)00407-5
  15. Lieblein, J. (1974), "Efficient methods of extreme-value methodology", Report NBSIR 74-602, National Bureauof Standards, Washington.

피인용 문헌

  1. Wind-induced tall building response: a time-domain approach vol.11, pp.6, 2008, https://doi.org/10.12989/was.2008.11.6.427
  2. Wind pressure coefficients on low-rise structures and codification vol.8, pp.4, 2005, https://doi.org/10.12989/was.2005.8.4.283
  3. Measurements of dynamic wind pressures on gable roofs – comparison with ČSN EN 1991-1-4 vol.107, 2017, https://doi.org/10.1051/matecconf/201710700079
  4. On the member reliability of wind force-resisting steel frames designed by EN and ASCE rules of load combinations vol.12, pp.5, 2005, https://doi.org/10.12989/was.2009.12.5.425
  5. EVALUATION OF DESIGN FORCE COEFFICIENTS ON TALL BUILDING CONSIDERING NON-EXCEEDANCE PROBABILITY vol.86, pp.789, 2005, https://doi.org/10.3130/aijs.86.1486
  6. Comparisons of Aerodynamic Data with the Main Wind Force-Resisting System Provisions of ASCE 7-16. I: Low-Rise Buildings vol.147, pp.3, 2021, https://doi.org/10.1061/(asce)st.1943-541x.0002925