참고문헌
- Abraham, A., Selvi, R.S., Harikrishna, P. and Ramesh, Babu.G. (2019), "Wind tunnel investigations on a tall building with elliptic cross section", Recent Advan. Struct. Eng., 2, 281-293. https://doi.org/10.1007/978-981-13-0365-4_24
- Fediw, A.A., Nakayama, M., Cooper, K.R., Sasaki, Y., Resende-Ide, S. and Zan, S.J. (1995), "Wind tunnel study of an oscillating tall building", J. Wind Eng. Ind. Aerod, 57(2-3), 249-260. https://doi.org/10.1016/0167-6105(95)00002-9.
- Huang, G. and Chen, X. (2007), "Wind load effects and equivalent static wind loads of tall buildings based on synchronous pressure measurements", Eng. Struct., 29(10), 2641-2653. https://doi.org/10.1016/j.engstruct.2007.01.011.
- Isyumov, N. (1982), "The aeroelastic modelling of tall buildings", Proceedings of International Workshop on Wind Tunnel Modeling for Civil Engineering Application, Gaithersburg, Maryland, U.S.A., April.
- Kim, Y.C. and Kanda, J. (2013), "Wind pressures on tapered and set-back tall buildings", J. Fluids Struct., 39, 306-321. https://doi.org/10.1016/j.jfluidstructs.2013.02.008.
- Lam, K.M. and Li, A. (2009), "Mode shape correction for wind-induced dynamic responses of tall buildings using time-domain computation and wind tunnel tests", J. Sound Vib., 322(4-5), 740-755. https://doi.org/10.1016/j.jsv.2008.11.049.
- Larsen, A. (1995), "A generalized model for assessment of vortex-induced vibrations of flexible structures", J. Wind Eng. Ind. Aerod, 57(2-3), 281-294. https://doi.org/10.1016/0167-6105(95)00008-F.
- Lee, Y.T., Boo, S.I., Lim, H.C. and Misutani, K. (2016), "Pressure distribution on rectangular buildings with changes in aspect ratio and wind direction", Wind Struct., 23(5), 465-483. https://doi.org/10.12989/was.2016.23.5.465.
- Liu, H.F. (2011), Experimental Study on Aero-Elastic Effect of Typical Super Building, Master Dissertation, Shantou University, Shantou. China.
- Mannini, C., Marra, A.M. and Bartoli, G. (2015), "Experimental investigation on VIV-galloping interaction of a rectangular 3:2 cylinder", Meccanica, 50(3), 841-853. https://doi.org/10.1007/s11012-014-0025-8.
- Quan, Y., Cao, H.L. and Gu, M. (2019), "Optimal wind-induced load combinations for structural design of tall buildings", Wind Struct., 29(5), 323-337. https://doi.org/10.12989/was.2019.29.5.323.
- Vickery, B.J. and Steckley, A. (1993), "Aerodynamic damping and vortex excitation on an oscillating prism in turbulent shear flow", J. Wind Eng. Ind. Aerod, 49(1-3), 121-140. https://doi.org/10.1016/0167-6105(93)90009-D.
- Wang, L., Liang, S.G., Song, J. and Wang, S.L. (2015), "Analysis of vortex induced vibration frequency of super tall building based on wind tunnel tests of MDOF aero-elastic model", Wind Struct., 21(5), 523-536. https://doi.org/10.12989/was.2015.21.5.523.
- Yoshie, R., Kawai, H., Shimura, M. and Wei, R. (1997), "A study on wind-induced vibration of super high rise building by multi-degree-of freedom model", J. Wind Eng. Ind. Aerod, 69-71, 745-755. https://doi.org/10.1016/S0167-6105(97)00202-X.
- Young, T.L., Soo, I.B., Hee, C.L. and Misutani, K. (2016), "Pressure distribution on rectangular buildings with changes in aspect ratio and wind direction", Wind Struct., 23(5), 465-483. https://doi.org/10.12989/was.2016.23.5.465.
- Zou, L.H., Xu, G.J., Cai, C.S. and Liang, S.G. (2016), "Wind tunnel tests of 3D wind loads on tall buildings based on torsional motion-induced vibrations", Wind Struct., 23(3), 231-251. https://doi.org/10.12989/was.2016.23.3.231.