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Volumn 11, Issue 2, 2008, Pages 121-135

A comparative study of along and cross-wind responses of a tall chimney with and without flexibility of soil

Author keywords

Along and cross wind responses; Flexibility of soil; Numerical analysis; Tall chimney

Indexed keywords

CHIMNEYS; NUMERICAL ANALYSIS; SOILS; STANDARDS;

EID: 46749150024     PISSN: 12266116     EISSN: None     Source Type: Journal    
DOI: 10.12989/was.2008.11.2.121     Document Type: Article
Times cited : (11)

References (23)
  • 1
    • 11144337679 scopus 로고    scopus 로고
    • Theoretical and experimental free vibrations of tall industrial chimney with flexibility of soil
    • Chmielewski, T., Górski, P., Beirow, B. and Kretzschmar, J. (2005), "Theoretical and experimental free vibrations of tall industrial chimney with flexibility of soil", Eng. Struct., 27, 25-34.
    • (2005) Eng. Struct , vol.27 , pp. 25-34
    • Chmielewski, T.1    Górski, P.2    Beirow, B.3    Kretzschmar, J.4
  • 3
    • 0016615454 scopus 로고
    • Adiabatic atmospheric boundary layers: A review and analysis of data from the period 1880-1972
    • Counihan, J. (1975), "Adiabatic atmospheric boundary layers: a review and analysis of data from the period 1880-1972", Atmospheric Environment, 9, 871-905.
    • (1975) Atmospheric Environment , vol.9 , pp. 871-905
    • Counihan, J.1
  • 5
    • 0000396368 scopus 로고
    • Note on the distribution of the largest value of a random function with application to gust loading
    • Davenport, A.G. (1964), "Note on the distribution of the largest value of a random function with application to gust loading", Proceedings of the Institution of Civil Engineers, 23, 187-196.
    • (1964) Proceedings of the Institution of Civil Engineers , vol.23 , pp. 187-196
    • Davenport, A.G.1
  • 6
  • 7
    • 30244569957 scopus 로고    scopus 로고
    • Schornsteine aus Stahl (Steel Stacks)
    • DIN 4133
    • DIN 4133. Schornsteine aus Stahl (Steel Stacks).
  • 8
    • 0345223800 scopus 로고    scopus 로고
    • Wind vortex-induced excitation and vibration of slender structures, single structure of circular cross-section normal to flow
    • Cracow University of Technology, Krakow
    • Flaga, A. (1996), "Wind vortex-induced excitation and vibration of slender structures, single structure of circular cross-section normal to flow", Cracow University of Technology, Monograph No 202. Krakow.
    • (1996) Monograph , vol.202
    • Flaga, A.1
  • 9
    • 0031177972 scopus 로고    scopus 로고
    • Nonlinear amplitude dependent self-limiting model of lock-in phenomenon at vortex excitation
    • Flaga, A. (1997), "Nonlinear amplitude dependent self-limiting model of lock-in phenomenon at vortex excitation", J. Wind Eng. Ind. Aerodyn., 69-71, 331-340.
    • (1997) J. Wind Eng. Ind. Aerodyn , vol.69-71 , pp. 331-340
    • Flaga, A.1
  • 10
    • 46749096909 scopus 로고
    • The random vibration of distributed parameter mechanical systems with reference to wind problems
    • Harris, R.I. (1965), "The random vibration of distributed parameter mechanical systems with reference to wind problems", Elec. Res. Assoc. U.K. Rep. No 5110.
    • (1965) Elec. Res. Assoc. U.K. Rep. No 5110
    • Harris, R.I.1
  • 12
    • 0004271931 scopus 로고    scopus 로고
    • Wind actions on structures
    • ISO 4354
    • ISO 4354 (1997). Wind actions on structures.
    • (1997)
  • 13
    • 0016919210 scopus 로고
    • Measurements of wind-induced vibrations on a concrete chimney
    • Müller, F.P. and Nieser, H. (1975/76), "Measurements of wind-induced vibrations on a concrete chimney", J. Wind Eng. Ind. Aerodyn., 1, 239-247.
    • (1975) J. Wind Eng. Ind. Aerodyn , vol.1 , pp. 239-247
    • Müller, F.P.1    Nieser, H.2
  • 14
    • 85036920256 scopus 로고    scopus 로고
    • PN-77/B-02011 1977, Wind loads
    • PN-77/B-02011 (1977). Wind loads.
  • 15
    • 0025229987 scopus 로고    scopus 로고
    • prEN 1991-1-4.6. (2003) Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions. Ruscheweyh, H. (1990), Practical experiences with wind-induced vibrations, J. Wind Eng. Ind. Aerodyn., 33, 211-218.
    • prEN 1991-1-4.6. (2003) Eurocode 1: "Actions on structures - Part 1-4: General actions - Wind actions". Ruscheweyh, H. (1990), "Practical experiences with wind-induced vibrations", J. Wind Eng. Ind. Aerodyn., 33, 211-218.
  • 16
    • 0032051684 scopus 로고    scopus 로고
    • Long-term full-scale measurements of wind induced vibrations of steel stacks
    • 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.
    • (1998) J. Wind Eng. Ind. Aerodyn , vol.74-76 , pp. 777-783
    • Ruscheweyh, H.1    Langer, W.2    Verwiebe, C.3
  • 17
    • 0030326852 scopus 로고    scopus 로고
    • Full-scale measurements of wind-induced oscillations of chimney
    • Ruscheweyh, H. and Galemann, T. (1996) "Full-scale measurements of wind-induced oscillations of chimney", J. Wind Eng. Ind. Aerodyn., 65, 55-62.
    • (1996) J. Wind Eng. Ind. Aerodyn , vol.65 , pp. 55-62
    • Ruscheweyh, H.1    Galemann, T.2
  • 20
    • 0026933615 scopus 로고
    • Full scale measurements of wind force acting on a 200m concrete chimney, and the chimney's response
    • Sanada, S., Suzuki, M. and Matsumoto, H. (1992), "Full scale measurements of wind force acting on a 200m concrete chimney, and the chimney's response", J. Wind Eng. Ind. Aerodyn., 41-44, 2165-2176.
    • (1992) J. Wind Eng. Ind. Aerodyn , vol.41-44 , pp. 2165-2176
    • Sanada, S.1    Suzuki, M.2    Matsumoto, H.3
  • 21
    • 0020767559 scopus 로고
    • Across-wind vibrations of structures of circular cross-section
    • II 75-97
    • Vickery, B.J. and Basu, R.I. (1983), "Across-wind vibrations of structures of circular cross-section", J. Wind. Eng. Ind. Aerodyn., 12, Part 149-73, Part II 75-97.
    • (1983) J. Wind. Eng. Ind. Aerodyn , vol.12 , Issue.PART 149-73and PART
    • Vickery, B.J.1    Basu, R.I.2
  • 23
    • 0026933723 scopus 로고
    • The measured and predicted response of a 300m concrete chimney
    • Waldeck, J.L. (1992), "The measured and predicted response of a 300m concrete chimney", J. Wind Eng. Ind. Aerodyn., 41, 229-240.
    • (1992) J. Wind Eng. Ind. Aerodyn , vol.41 , pp. 229-240
    • Waldeck, J.L.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.