참고문헌
- ACI (2008), Building code requirements for structural concrete (ACI 318-08) and commentary, American Concrete Institute, Farmington Hills, MI.
- ASCE (2005), Minimum design loads for buildings and other structures, American Society of Civil Engineers, Reston, VA.
- Batts, M.E., Russell, L.R. and Simiu, E. (1980), "Hurricane wind speeds in the United States", J. Struct. Division-ASCE, 106(10), 2001-2016.
- Dyrbye, C. and Hansen, S.O. (1997), Wind loads on structures, John Wiley & Sons.
- Holmes, J.D. (2007), Wind loading of structures, Spon Press, New York.
- Howroyd, G.C. and Slawson, P.R. (1975), "The characteristics of a laboratory produced turbulent Ekman layer", Bound-Lay Meteorol., 8(2), 201-219. https://doi.org/10.1007/BF00241337
- Isyumov, N., Fediw, A.A., Colaco, J. and Banavalkar, P.V. (1992), "Performance of a tall building under wind action", J. Wind Eng. Ind. Aerod., 42(1)-(3), 1053-1064. https://doi.org/10.1016/0167-6105(92)90112-N
- Kareem, A., Kijewski, T. and Tamura, Y. (1999), "Mitigation of motions of tall buildings with specific examples of recent applications", Wind Struct., 2(3), 201-251. https://doi.org/10.12989/was.1999.2.3.201
- PCA (2008), PCA notes on 318-08 building code requirements for structural concrete with design applications, Portland Cement Association, Skokie, IL.
- Powell, M.D. (2005), personal communication.
- Powell, M.D., Vickery, P.J. and Reinhold, T.A. (2003), "Reduced drag coefficient for high wind speeds in tropical cyclones", Nature, 422(6929), 279-283. https://doi.org/10.1038/nature01481
- Schlichting, H. (1960), Boundary layer theory, McGraw-Hill, New York.
- Simiu, E. and Miyata, T. (2006), Design of buildings and bridges for wind: a practical guide for ASCE-7 Standard users and designers of special structures, John Wiley & Sons, Hoboken, NJ.
- Simiu, E. and Scanlan, R.H. (1996), Wind effects on structures, John Wiley & Sons.
- Teshigawara, M. (2001), Structural design principles (chapter 6), Imperial College Press, London.
- Thuillier, R.H. and Lappe, U.O. (1964), "Wind and temperature profile characteristics from observations on a 1400 ft tower", J. Appl. Meteorol., 3(3), 299-306. https://doi.org/10.1175/1520-0450(1964)003<0299:WATPCF>2.0.CO;2
- Venanzi, I. (2005), Analysis of the torsional response of wind-excited high-rise building, Ph.D. Dissertation, Università degli Studi di Perugia, Perugia.
- Yeo, D. (2010), Database-assisted design of high-rise reinforced concrete structures for wind: Concepts, software, and application, NIST Technical Note 1665, National Institute of Standards and Technology, Gaithersburg, MD.
피인용 문헌
- Numerical study on self-sustainable atmospheric boundary layer considering wind veering based on steady k-ε model vol.30, pp.1, 2012, https://doi.org/10.12989/was.2020.30.1.069
- Investigation of Marine Wind Veer Characteristics Using Wind Lidar Measurements vol.11, pp.11, 2012, https://doi.org/10.3390/atmos11111178
- Numerical simulation of wind veering effects on square-section super high-rise buildings under various wind directions vol.44, pp.None, 2021, https://doi.org/10.1016/j.jobe.2021.102954
- Large eddy simulation of the atmospheric boundary layer to investigate the Coriolis effect on wind and turbulence characteristics over different terrains vol.220, pp.None, 2022, https://doi.org/10.1016/j.jweia.2021.104845
- Numerical simulation of wind veering effects on aeroelastic responses of thousand-meter-scale super high-rise buildings vol.46, pp.None, 2012, https://doi.org/10.1016/j.jobe.2021.103790