Acknowledgement
This research was supported by the State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University (Project No. SLDRCE21-05). The authors gratefully acknowledge this support.
References
- Aboutabikh, M., Elshaer, A. and Aboshosha, H. (2022), "A low-cost expandable multi-channel pressure system for wind tunnels", Wind Struct., 35(5), 297-307, https://doi.org/10.12989/was.2022.35.5.297.
- Architectural Institute of Japan (2015), Recommendations for Loads on Buildings (2015), Tokyo, Architectural Institute of Japan.
- Cook, N.J. and Mayne, J.R. (1979), "A novel working approach to the assessment of wind loads for equivalent static design", J. Wind Eng. Ind. Aerod., 4, 149-164, https://doi.org/10.1016/0167-6105(79)90043-6.
- Cook, N.J. and Mayne, J.R. (1980), "A refined working approach to the assessment of wind loads for equivalent static design", J. Wind Eng. Ind. Aerod., 6, 125-137, https://doi.org/10.1016/0167-6105(80)90026-4.
- Gringorten, I.I. (1963), "A plotting rule for extreme probability", J Geophys. Res., 68, 813-814, https://doi.org/10.1029/JZ068i003p00813.
- Irpanni, H., Katsuchi, H. and Yamada, H. (2022), "Direct identification of aeroelastic force coefficients using forced vibration method", Wind Struct., 35(5), 323-336, https://doi.org/10.12989/was.2022.35.5.323.
- Kasperski, M. (2003), "Specification of wind load based on wind tunnel experiments", J. Wind Eng. Ind. Aerod., 91, 527-541, https://doi.org/10.1016/S0167-6105(02)00407-5.
- Kasperski, M. (2004), "Reliability and code level", Wind Struct., 4, 295-307, https://doi.org/10.12989/was.2005.8.4.295.
- Kasperski, M. (2009), "Specification of the design wind load - a critical review of code concepts", J. Wind Eng. Ind. Aerod., 97, 335-357, https://doi.org/10.1016/j.jweia.2009.05.002.
- Kim, Y. and Kanda, J. (2010), "Effects of taper and setback on wind force and wind-induced response of tall buildings", Wind Struct., 13(6), 499-517, https://doi.org/10.12989/was.2010.13.6.499.
- Kim, Y.C. and Kinoshita, T. (2023), "Evaluation of peak pressure coefficients on low-rise building based on probabilistic theory", J. Struct. Constr. Eng., 88(805), 395-402, https://doi.org/10.3130/aijs.88.395.
- Lo, Y.L. and Tseng, Y.F. (2017), "Interference effects on tail characteristics of extreme pressure value distributions", J. Wind Eng. Ind. Aerod., 170, 28-45, https://doi.org/10.1016/j.jweia.2017.08.011.
- Nowak, A.S. and Collins, K. (2013), Reliability of Structures, New York, CRC Press.
- Pal, S., Meena, R.K., Raj, R. and Li, M. (2021), "Wind tunnel study of a fish-plan shape model under different isolated wind incidences", Wind Struct., 33(5), 353-366, https://doi.org/10.12989/was.2021.33.5.353.
- Sanyal, P., Banerjee, S. and Dalui, S.K. (2022), "Prognosis of aerodynamic coefficients of butterfly plan shaped tall building by surrogate modelling", Wind Struct., 34(4), 321-334, https://doi.org/10.12989/was.2022.34.4.321.
- Simiu, E. and Scanlan, R.H. (1996), Winds Effects on Structures: Fundamentals and Applications to Design, New York, John Wiley & Sons.
- Tse, K.T., Chen, Z.-S., Lee, D.-E. and Kim, B. (2021), "Effect of aerodynamic modifications on the surface pressure patterns of buildings using proper orthogonal decomposition", Wind Struct., 32(3), 227-238, https://doi.org/10.12989/was.2021.32.3.227.
- Yang, F. and Niu, H., (2022), "Wind tunnel tests on wind loads acting on steel tubular transmission towers under skewed wind", Wind Struct., 35(2), 93-108, https://doi.org/10.12989/was.2022.35.2.093.
- Zhang, A., Zhang, S., Xu, X., Hui Y. and Piccardo, G. (2022), "Characteristics, mathematical modeling and conditional simulation of cross-wind layer forces on square section high-rise buildings", Wind Struct., 35(6), 369-383, https://doi.org/10.12989/was.2022.35.6.369.