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Wind & structures v.8 no.1, 2005년, pp.61 - 78   피인용횟수: 1

Structural behaviour under wind loading of a 90 m steel chimney

Tranvik, Par    (Alstom Power Sweden AB   ); Alpsten, Goran    (Stalbyggnadskontroll AB  );
  • 초록

    This paper presents results from an investigation of the structural behaviour of a very slender 90 m high steel chimney erected at V $\ddot{a}$ xj $\ddot{o}$ in southern Sweden in 1995. The chimney is equipped with a mechanical friction-type damper at the top. Due to a mistake during erection and installation of the chimney the transport fixings of the damper were not released properly and the chimney developed extensive oscillations in the very first period of service. This caused a great number of fatigue cracks to occur within a few months of service. After the functioning of the damper had been restored and the fatigue cracks were repaired an extensive program was initiated in 1996 to monitor the structural behaviour of the chimney under wind loading. In the investigation data were collected for more than six years of continuous measurements and regular observations of the chimney. The data obtained have some general relevance with respect to wind data, behaviour of a slender structure under wind loading, and the effect of a mechanical damper. Also some theoretical studies were performed as part of the investigation of the chimney.


  • 주제어

    full scale measurements .   cross wind oscillations .   vortex shedding .   chimney .   mechanical damper and dynamic wind loading.  

  • 참고문헌 (14)

    1. ISO 4354:1997 (1997), Wind Actions on Structures, International Organisation of Standardisation. 
    2. Pirner, Miros and Fischer, Ondrej (1999), "Long-term observation of wind and temperature effects in TV towers", J. Wind Eng. Ind. Aerodyn., 79, 1-9. 
    3. Ruscheweyh, Hans (1982), Dynamische Windwirkung an Bauwerken. Band 2: Praktische Anwendungen, Bauverlag GmbH, Wiesbaden und Berlin. 
    4. Ruscheweyh, H., Langer, W. and Verwiebe, C. (1998), "Long-term full-scale measurements of wind induced vibrations of steel stacks", J. Wind Eng. Ind. Aerodyn., 74-76, 777-783. 
    5. Tranvik, Par and Alpsten, Goran (2002), Dynamic Behaviour Under Wind Loading of a 90 m Steel Chimney, Alstom Power Sweden and Stalbyggnadskontroll AB, March 2002. 
    6. Alpsten, Goran (1985), Svangningsproblem vid en 35 m stalskorsten utan spriralfenor dimensionerad enligt SBN 1975 (Vibration problems for a 35 m steel chimney without helical strakes designed according to SBN 1975), Internal report 8464-1, Stalbyggnadskontroll AB, Feb. 1985 (in Swedish). 
    7. BKR 99 (1999), Design Regulations, Boverket 1999. 
    8. BSV 97 (1997), Sno- och vindlast (Snow load and wind action), 2nd Edition, Boverket 1997 (in Swedish). 
    9. BSK 99 (1999), Swedish Regulations for Steel Structures, Boverket 1999. 
    10. Constantin Verwiebe and Waldemar Burger (1998), Unerwartet Starke Wirbelerregte Querschwingungen Eines 49 m Hohen Stahlschornsteins, Stahlbau 67, Heft 11, p. 876-878. 
    11. Dyrbye, Claes and Hansen, Svein O. (1997), Wind Loads on Structures, John Wiley & Sons. 
    12. DIN 4133 (1991), Schornsteine aus Stahl, November 1991. 
    13. Eurocode 1 (1994), Basis of Design and Actions on Structures, Part 2-4: Wind Actions, ENV 1991-2-4, 1994. 
    14. Eurocode 3 (1997), Design of Steel Structures. Part 3-2: Towers, Masts and Chimneys-Chimneys, ENV 1993-3-2, 1997. 
  • 이 논문을 인용한 문헌 (1)

    1. 2013. "" Wind & structures, 16(5): 457~476     

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