References
- Gu, M. and Quan Y. (2004), "Across-wind loads of typical tall buildings", J. Wind Eng. Ind. Aerod., 92(13), 1147-1165. https://doi.org/10.1016/j.jweia.2004.06.004
- Hayashida, H. and Y. Iwasa (1990), "Aerodynamic shape effects of tall building for vortex induced vibration", J. Wind Eng. Ind. Aerod., 33(1-2), 237-242. https://doi.org/10.1016/0167-6105(90)90039-F
- Isyumov, N., Dutton, R. and Davenport, A.G. (1989), "Aerodynamic methods for mitigating wind-induced building motions", Proceedings of the Structures Congress, ASCE.
- Irwin, P.A. (2007), "Wind engineering challenges of the new generation of super-tall buildings", Proceedings of the 12th Int. Conf. on Wind Eng., Cairns, Australia.
- Kareem, A., Kijewski, T. and Tamura, Y. (1999), "Mitigation of motion of tall buildings with recent applications", Wind Struct., 2(3), 201-251l https://doi.org/10.12989/was.1999.2.3.201
- Kwok, K.C.S. (1988), "Effect of building shape on wind-induced response of tall buildings", J. Wind Eng. Ind. Aerod., 28(1-3), 381-390. https://doi.org/10.1016/0167-6105(88)90134-1
- Kwok, K.C.S. and Isyumov, N. (1998), "Aerodynamic measures to reduce the wind-induced response of buildings and structures", Proceedings of the Structures Congress, ASCE.
- National Standard of China (2012), Load code for the design of building structures GB50009-2012.
- Quan, Y. and Gu, M. (2006), "Analytical method of across-wind response and equivalent static wind loads of high-rise buildings", J. Eng. Mech. China (in Chinese), 23(9), 84-88.
- Tanaka, H., Tamura, Y., Ohtake, K., Nakai, M. and Kim, Y.C. (2012), "Experimental investigation of aerodynamic forces and wind pressures acting on tall buildings with various unconventional configurations", J. Wind Eng. Ind. Aerod., 107-108, 179-191. https://doi.org/10.1016/j.jweia.2012.04.014
- Xie, J. and Irwin, P.A. (2000). "Key factors for torsional wind response of tall buildings", Proceedings of the 2000 Structures Congress, ASCE.
- Xie, J. et al. (2009), Wind engineering studies for Shanghai Center Tower, Report of Rowan Williams Davies & Irwin Inc.
- Xie, J. (2012), "Aerodynamic optimization in super-tall building designs", Keynotes, Proceedings of the 7th International Colloquium on Bluff Body Aerodynamics and Its Applications, Shanghai, China.
- Xie, J. (2014), "Aerodynamic optimization of super-tall buildings and its effectiveness assessment", J. Wind Eng. Ind. Aerod., 130(7), 88-98. https://doi.org/10.1016/j.jweia.2014.04.004
- Xie, J. and Xu, Z. (2014), "Improvement of code calculations for across-wind loads", Proceedings of the 23rd National Conference of High-rise Buildings (in Chinese), Guangzhou, China.
Cited by
- Across-wind dynamic loads on L-shaped tall buildings vol.23, pp.5, 2016, https://doi.org/10.12989/was.2016.23.5.385
- Comparison of aerodynamic coefficients of setback tall buildings due to wind load vol.19, pp.2, 2015, https://doi.org/10.1007/s42107-018-0018-3
- Use of modal interference approach (MIA) to reduce wind-induced building motions vol.163, pp.None, 2015, https://doi.org/10.1016/j.engstruct.2018.02.044
- Life-cycle-cost optimization for the wind load design of tall buildings equipped with TMDs vol.30, pp.4, 2015, https://doi.org/10.12989/was.2020.30.4.379
- Comparative assessment of ASCE 7-16 and KBC 2016 for determination of design wind loads for tall buildings vol.31, pp.6, 2015, https://doi.org/10.12989/was.2020.31.6.575
- Large-Eddy Simulation (LES) on the Square and Triangular Tall Buildings to Measure Drag Force vol.2021, pp.None, 2015, https://doi.org/10.1155/2021/6666895