[1] Ng, E. Yuan, C. Chen, L. Ren, C. and Fung, J.C. (2011). Improving the wind environment in high-density cities by understanding urban morphology and surface roughness: a study in Hong Kong. Landscape and Urban Planning, 101(1), 59-74.
[2] Elshaer, A. Bitsuamlak, G. and El Damatty, A. (2017). Enhancing wind performance of tall buildings using corner aerodynamic optimization. Engineering Structures, 136, 133-148.
[3] Huang, M. (2017). High-Rise Buildings under Multi-Hazard Environment, Singapore: Springer, 83-104.
[4] Lin, N. Letchford, C. Tamura, Y. Liang, B. and Nakamura, O. (2005). Characteristics of wind forces acting on tall buildings. Journal of Wind Engineering & Industrial Aerodynamics, 93(3), 217-242.
[5] Tutar, M. and Oguz, G. (2002). Large eddy simulation of wind flow around parallel buildings with varying configurations. Fluid Dynamics Research, 31(5), 289-315.
[6] Kim, Y.C. Yoshida, A. and Tamura, Y. (2012). Characteristics of surface wind pressures on low-rise building located among large group of surrounding buildings. Engineering Structures, 35, 18-28.
[7] 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. Journal of Wind Engineering & Industrial Aerodynamics, 107, 179-191.
[8] Eaton, K.J. and Mayne, J.R. (1975). The measurement of wind pressures on two-storey houses at Aylesbury. Journal of Wind Engineering & Industrial Aerodynamics, 1, 67-109.
[9] Murakami, S. Mochida, A. and Hibi, K. (1987). Three-dimensional numerical simulation of airflow around a cubic model by means of large eddy simulation. Journal of Wind Engineering & Industrial Aerodynamics, 25(3), 291-305
[10] Chen, Q. (2009). Ventilation performance prediction for buildings: a method overview and recent applications. Building and Environment, 44(4), 848-858.
[11] Sill, B.L. Cook, N.J. and Fang, C. (1992). The Aylesbury comparative experiment: a final report. Journal of Wind Engineering & Industrial Aerodynamics, 43(1), 1553-1564.
[12] Levitan, M.L. Mehta, K.C. Vann, W.P. and Holmes, J.D. (1991). Field measurements of pressures on the Texas Tech building. Journal of Wind Engineering & Industrial Aerodynamics, 38(2-3), 227-234.
[13] Li, Q.S. Xiao, Y.Q. Wong, C.K. and Jeary, A.P. (2003). Field measurements of wind effects on the tallest building in Hong Kong. Structural Design of Tall and Special Buildings, 12(1), 67-82.
[14] Li, Q.S. Xiao, Y.Q. Wong, C.K. and Jeary, A.P. (2004). Field measurements of typhoon effects on a super tall building. Engineering Structures, 26(2), 233-244.
[15] Li, Q.S. Fu, J.Y. Xiao, Y.Q. Li, Z.N. Ni, Z.H. Xie, Z.N. and Gu, M. (2006). Wind tunnel and full scale study of wind effects on China's tallest building. Engineering Structures, 28(12), 1745-1758.
[16] Montazeri, H. and Blocken, B. (2013). CFD simulation of wind-induced pressure coefficients on buildings with and without balconies: validation and sensitivity analysis. Building and Environment, 60, 137-149.
[17] Wardlaw, R.L. and Moss, G.F. (1970). A standard tall building model for the comparison of simulated natural winds in wind tunnels, CAARC 25 (CC662m Tech).
[18] Stathopoulos, T. (1997). Computational wind engineering: past achievements and future challenges. Journal of Wind Engineering & Industrial Aerodynamics, 67, 509-532.
[24] Hirt, C.W. Ramshaw, J.D. and Stein, L.R. (1978). Numerical simulation of three-dimensional flow past bluff bodies. Computer Methods in Applied Mechanics and Engineering Journal, 14(1), 93-124.
[25] Hanson, T. Summers, D. and Wilson, C.B. (1986). A three-dimensional simulation of wind flow around buildings. International Journal for Numerical Methods in Fluids, 6, 113-127.
[26] Summers, D.M. Hanson, T. and Wilson, C.B. (1986). Validation of a computer simulation of wind flow over a building model. Building Environment Journal, 21(2), 97-111.
[27] Meng, F.Q. He, B.J. Zhu, J. Zhao, D.X. Darko, A. and Zhao, Z.Q. (2018). Sensitivity analysis of wind pressure coefficients on CAARC standard tall buildings in CFD simulations. Journal of Building Engineering, 16, 146-158.
[28] Elshaer, A. Gairola, A. Adamek, K. and Bitsuamlak, G. (2017). Variations in wind load on tall buildings due to urban development. Sustainable Cities and Society, 34, 264-277.
[29] Mou, B. He, B.J. Zhao, D.X. and Chau, K.W. (2017). Numerical simulation of the effects of building dimensional variation on wind pressure distribution. Engineering Applications of Computational Fluid Mechanics, 11(1), 293-309.
[30] Zhao, D.X. and He, B.J. (2017). Effects of architectural shapes on surface wind pressure distribution: case studies of oval-shaped tall buildings. Journal of Building Engineering, 12, 219-228.
[31] Alminhanaa, G.W. Brauna, A.L. Souzaa, A.M.L. (2018). A numerical study on the aerodynamic performance of building cross sections using corner modifications. Latin American Journal of Solis and Structures, 15(7), 1-18.
[36] Lateb, M. Masson, C. Stathopoulos, T. and Bédard, C. (2013). Comparison of various types of k–ε models for pollutant emissions around a two-building configuration. Journal of Wind Engineering and Industrial Aerodynamic, 115, 9-21.
[37] Smagorinsky, J. (1963). General circulation experiments with primitive equations I, the basic experiment. Monthly Weather Review, 91, 99-165.
[38] Lilly, D.K. (1992). A proposed modification of the Germano subgrid-scale closure method. Physics of Fluids A, 4, 633-5.
[39] Huang, S. Li, Q.S. and Xu, S. (2007). Numerical evaluation of wind effects on a tall steel building by CFD. Journal of Constructional Steel Research, 63(5), 612-627.
[40] Melbourne, W.H. (1980). Comparison of measurements on the CAARC standard tall building model in simulated model wind flows, Journal of Wind Engineering & Industrial Aerodynamics, 6(1-2), 73-88.
[41] Qian, T. (2013). Study of Wind Loads on High-rise Building with Different Length to Width Ratios. Hangzhou: Zhejiang University.
[42] Ryan, K.L. and Polanco, J. (2008). Problems with Rayleigh damping in base-isolated buildings. Journal of Structural Engineering, 134, 1780-1784.
[43] AIJ, (1996). AIJ Recommendations for Loads on Buildings. Tokyo: Architectural Institutes of Japan.
[44] Felippa, C.A. Park, K.C. and Farhat, C. (2001). Partitioned analysis of coupled mechanical systems. Computer Methods in Applied Mechanics and Engineering Journal, 190, 3247-3270.
[45] Zhang, Q. and Hisada, T. (2004). Studies of the strong coupling and weak coupling methods in FSI analysis. International Journal for Numerical Methods in Engineering, 60, 2013-2029.
[46] ABAQUS User’s Manual, V. 6.16.1.
[47] Obasaju, E.D. (1992). Measurement of forces and base overturning moments on the CAARC tall building model in a simulated atmospheric boundary layer. Journal of Wind Engineering and Industrial Aerodynamics, 40, 103-26.
[48] Luo, P. (2004). Wind Tunnel Test on Standard CAARC Tall Building Model. Shanghai: Tongji University.
[49] Braun, A.L. and Awruch, A.M. (2009). Aerodynamic and aero-elastic analyses on the CAARC standard tall building model using numerical simulation. Computers and Structures, 87, 564-581.