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Wind-Induced Vibrations of Structures: With Special Reference to Tall Building Aerodynamics

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Advanced Structural Wind Engineering

Abstract

This chapter examines the wind-induced vibrations of buildings and structures. In particular, the alongwind and the crosswind excitation mechanisms and response processes are discussed. Turbulence buffeting is the dominant excitation mechanism in the alongwind direction. In the crosswind direction, excitations associated with incident turbulence, vortex shedding and motion dependent excitations are the prominent mechanisms causing crosswind response. Many advanced wind codes and standards have adopted statistical and spectral analysis processes to predict wind loads and responses caused by these alongwind and crosswind excitations. The potential impact of interference excitations of tall buildings and beneficial effects of aerodynamic modifications of building shape are also reviewed in this chapter. Interference effects on the alongwind, crosswind and torsional responses of tall buildings from either an upstream or a downstream building are outlined. The beneficial effects and the economic perspectives of aerodynamic modifications of building shape in reducing the wind induced load and response of tall buildings are discussed.

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References

  • AS/NZS 1170.2:2011 (2011) Structural design actions Part 2: Wind actions. Standards Australia/Standards New Zealand

    Google Scholar 

  • Bailey PA, Kwok KCS (1985) Interference excitation of twin tall buildings. J Wind Eng Ind Aerodyn 21:323–338

    Article  Google Scholar 

  • Basu RI, Vickery BJ (1983) Acrosswind vibrations of structures of circular cross-section, part II: development of a mathematical model for full-scale application. J Wind Eng Ind Aerodyn 12:75–97

    Article  Google Scholar 

  • Beneke DL, Kwok KCS (1993) Aerodynamic effect of wind induced torsion on tall buildings. J Wind Eng Ind Aerodyn 50:271–280

    Article  Google Scholar 

  • Blessmann J (1985) Buffeting effects on neighbouring tall buildings. J Wind Eng Ind Aerodyn 18:105–110

    Article  Google Scholar 

  • Cheung JCK, Melbourne WH (1992) Torsional moments of tall buildings. J Wind Eng Ind Aerodyn 41–44:1125–1136

    Article  Google Scholar 

  • Davenport AG (1962) Buffeting of a suspension bridge by storm winds. ASCE J Struct Div 88(ST2):233–268

    MathSciNet  Google Scholar 

  • Davenport AG (1967) Gust loading factors. ASCE J Struct Div 93(ST2):11–34

    Google Scholar 

  • Dutton R, Isyumov N (1990) Reduction of tall building motion by aerodynamic treatments. J Wind Eng Ind Aerodyn 36:739–747

    Article  Google Scholar 

  • Isyumov N, Poole M (1983) Wind induced torque on square and rectangular building shapes. J Wind Eng Ind Aerodyn 13:183–196

    Article  Google Scholar 

  • Isyumov N, Dutton R, Davenport AG (1989) Aerodynamic methods for mitigating wind-induced building motions. In: Proceedings of ASCE structures congress, San Francisco

    Google Scholar 

  • Isyumov N, Fediw AA, Colaco J, Banavalkar PV (1992) Performance of a tall building under wind action. J Wind Eng Ind Aerodyn 41–44:1053–1064

    Article  Google Scholar 

  • Kareem A (1987) The effect of aerodynamic interference on the dynamic response of prismatic structures. J Wind Eng Ind Aerodyn 25:365–372

    Article  Google Scholar 

  • Khanduri AC, Stathopoulos T, Bédard C (1998) Wind-induced interference effects on buildings—a review of the state-of-the-art. Eng Struct 20(7):617–630

    Article  Google Scholar 

  • Khanduri AC, Stathopoulos T, Bedard C (2000) Generalization of wind-induced interference effects for two buildings. Wind Struct 3(4):255–266

    Google Scholar 

  • Kim YC, Kanda J, Tamura Y (2011) Wind-induced coupled motion of tall buildings with varying square plan with height. J Wind Eng Ind Aerodyn 99:638–650

    Article  Google Scholar 

  • Kwok KCS (1982) Crosswind response of tall buildings. Eng Struct 4(10):256–262

    Article  Google Scholar 

  • Kwok KCS (1988) Effect of building shape on wind-induced response of tall buildings. J Wind Eng Ind Aerodyn 28:381–390

    Article  Google Scholar 

  • Kwok KCS (1989) Interference effects on tall buildings. In: Sun TF (ed) Proceedings of 2nd Asia-Pacific symposium on wind engineering, vol 1. Beijing, pp 446–453

    Google Scholar 

  • Kwok KCS (1994) Aerodynamics of tall buildings. In: A state of the art volume on wind engineering, Wiley Eastern Limited, Delhi, 1994, pp 180–204

    Google Scholar 

  • Kwok KCS, Bailey PA (1987) Aerodynamic devices for tall buildings and structures. ASCE J Eng Mech 113(3):349–365

    Article  Google Scholar 

  • Kwok KCS, Melbourne WH (1980) Freestream turbulence effects on galloping. ASCE J Eng Mech Div 106((EM2)):273–288

    Google Scholar 

  • Kwok KCS, Melbourne WH (1981) Wind-induced lock-in excitation of tall structures. ASCE J Struct Div l07(STl):57–72

    Google Scholar 

  • Kwok KCS, Wilhelm PA, Wilkie BG (1988) Effect of edge configuration on wind-induced response of tall buildings. Eng Struct 10(4):135–140

    Article  Google Scholar 

  • Lythe GR, Surry D (1990) Wind induced torsional loads on tall buildings. J Wind Eng Ind Aerodyn 36:225–234

    Article  Google Scholar 

  • Melbourne WH (1977) Crosswind response of structures to wind action. In: Eaton KJ (ed) Proceedings 4th international conference on wind effects on buildings and structures, Heathrow, 1977, Cambridge University Press, Cambridge, pp 343–358

    Google Scholar 

  • Melbourne WH (1989) Wind loading and environment of tall building. In: Proceedings of international conference on tall buildings and city development, Brisbane, pp 159–164

    Google Scholar 

  • Melbourne WH, Cheung JCK (1988) Designing for serviceable accelerations in tall buildings. In: Proceedings of 4th international conference on tall buildings, vol 1, Hong Kong and Shanghai, pp 148–155

    Google Scholar 

  • Novak M (1972) Galloping oscillations of prismatic structure. ASCE J Eng Mech Div 98((EM 1)):27–46

    Google Scholar 

  • Parkinson GV (1971) Wind-induced instability of structures. Philos Trans R Soc Lond A 269:395–409

    Article  Google Scholar 

  • Ruscheweyh H (1979) Dynamic response of high rise buildings under wind action with interference effects from surrounding buildings of similar size. In: Cermak JE (ed) Proceedings of 5th international conference on wind engineering, Fort Collins, Pergamon Press, Oxford, pp 725–734

    Google Scholar 

  • Saunders JW, Melbourne WH (1977) Tall rectangular building response to crosswind excitation. In: Eaton KJ (ed) Proceedings 4th international conference on wind effects on buildings and structures, Heathrow, 1975, Cambridge University Press, Cambridge, pp 369–80

    Google Scholar 

  • Saunders JW, Melbourne WH (1980) Buffeting effects of upstream buildings. In: Cermak JE (ed) Proceedings of 5th international conference on wind engineering, Fort Collins, Pergamon, Oxford, pp 593–606

    Google Scholar 

  • Scanlan RH, Tomko JJ (1971) Airfoils and bridge decks flutter derivatives. ASCE J Eng Mech Div 97:1717–1737

    Google Scholar 

  • Scruton C, Walshe DEJ (1957) A means of avoiding wind excited oscillations of structures of circular or near circular cross-section. National Physical Laboratory Aero Report 335

    Google Scholar 

  • Shum KM, Kwok KCS, Hitchcock PA (2009) Galloping effects on inclined square cylinder in turbulent flow. In: Proceedings of 7th Asia-Pacific conference on wind engineering, Taipei (Full paper on CD-ROM)

    Google Scholar 

  • Sykes DM (1983) Interference effects on the response of a tall building model. J Wind Eng Ind Aerodyn 11:365–380

    Article  Google Scholar 

  • Tanaka H, Tamura Y, Ohtake K, Nakia M, Kim YC (2012) Experimental investigation of aerodynamic forces and wind pressures acting on tall buildings with various unconventional configurations. J Wind Eng Ind Aerodyn 107–108:179–191

    Article  Google Scholar 

  • Tang UF, Kwok KCS (2004) Interference excitation mechanisms on a 3-DOF Aeroelastic CAARC Building Model. J Wind Eng Ind Aerodyn 92:1299–1314

    Article  Google Scholar 

  • Taniike Y (1991) Turbulence effect on mutual interference of tall buildings. ASCE J Eng Mech 117(3):443–456

    Article  Google Scholar 

  • Thepmongkorn S, Wood GS, Kwok KCS (2002) Interference effects on wind-induced coupled motion of a tall building. J Wind Eng Ind Aerodyn 90:1807–1815

    Article  Google Scholar 

  • Tse KT, Hitchcock PA, Kwok KCS, Thepmongkorn S, Chan CM (2009) Economic perspectives of aerodynamic treatments of square tall buildings. J Wind Eng Ind Aerodyn 97:455–467

    Article  Google Scholar 

  • Vickery BJ (1966) On the assessment of wind effects on elastic structures. Civil Engineering Transaction, Institution of Engineers, Australia, pp 183–192

    Google Scholar 

  • Vickery BJ, Clark AW (1972) Lift and acrosswind response of tapered stacks. ASCE J Struct Div 98((ST1)):1–20

    Google Scholar 

  • Xu YL, Kwok KCS, Samali B (1992) Torsional response and vibration suppression of wind-excited buildings. J Wind Eng Ind Aerodyn 43:1997–2008

    Article  Google Scholar 

  • Yahyai M, Kumar K, Krishna P, Pande PK (1992) Aerodynamic interference in tall rectangular buildings. J Wind Eng Ind Aerodyn 41–44:859–866

    Article  Google Scholar 

  • Zhang WJ, Kwok KCS, Xu YL (1994) Aeroelastic torsional behaviour of tall buildings in wakes. J Wind Eng Ind Aerodyn 51:229–248

    Article  Google Scholar 

  • Zhang WJ, Xu YL, Kwok KCS (1993) Torsional vibration and stability of wind-excited tall building with eccentricity. J Wind Eng Ind Aerodyn 50:299–308

    Article  Google Scholar 

  • Zhang WJ, Xu YL, Kwok KCS (1995) Interference effects on aeroelastic torsion response of structurally asymmetric tall buildings. J Wind Eng Ind Aerodyn 57:41–61

    Article  Google Scholar 

  • Zdrakovich MM (1981) Review and classification of various aerodynamic and hydrodynamic means for suppressing vortex shedding. J Wind Eng Ind Aerodyn 7:145–189

    Article  Google Scholar 

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Acknowledgements

The author acknowledges the contributions to the research findings presented in this chapter by his research collaborators and research students at the University of Sydney and the Hong Kong University of Science and Technology for the past 30 years. Their contributions have been invaluable in advancing our understanding of wind-structure interactions and tall building aerodynamics.

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Correspondence to Kenny C. S. Kwok .

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Kwok, K.C.S. (2013). Wind-Induced Vibrations of Structures: With Special Reference to Tall Building Aerodynamics. In: Tamura, Y., Kareem, A. (eds) Advanced Structural Wind Engineering. Springer, Tokyo. https://doi.org/10.1007/978-4-431-54337-4_5

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  • DOI: https://doi.org/10.1007/978-4-431-54337-4_5

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