1 Hui, M. C. H., "Wind turbulence characteristics study at the Stonecutters Bridge site : Part I—Mean wind and turbulence intensities" 97 (97): 22-36, 2009
2 Hui, M. C. H., "Wind turbulence characteristics study at the Stonecutters Bridge site : Part II : Wind power spectra, integral length scales and coherences" 97 (97): 48-59, 2009
3 Cermak, J. E., "Wind tunnel studies of buildings and structures" American Society of Civil Engineers 1998
4 Røkenes, K., "Wind tunnel simulation of terrain effects on wind farm siting" 12 (12): 391-410, 2009
5 Simiu, E., "Wind effects on structures: fundamentals and applications to design" John Wiley & Sons, Inc 1996
6 Tieleman, H. W., "Wind characteristics in the surface layer over heterogeneous terrain" 41 (41): 329-340, 1992
7 Fujino, Y., "Wind Resistant Design of Bridges in Japan" Springer 2012
8 Honshu-Shikoku Bridge Authority, "Wind Resistant Design Standard (in Japanese)"
9 Batchelor, G. K., "The theory of homogeneous turbulence" Cambridge University Press 1953
10 Harris, R. I., "The structure of strong winds" 1981
1 Hui, M. C. H., "Wind turbulence characteristics study at the Stonecutters Bridge site : Part I—Mean wind and turbulence intensities" 97 (97): 22-36, 2009
2 Hui, M. C. H., "Wind turbulence characteristics study at the Stonecutters Bridge site : Part II : Wind power spectra, integral length scales and coherences" 97 (97): 48-59, 2009
3 Cermak, J. E., "Wind tunnel studies of buildings and structures" American Society of Civil Engineers 1998
4 Røkenes, K., "Wind tunnel simulation of terrain effects on wind farm siting" 12 (12): 391-410, 2009
5 Simiu, E., "Wind effects on structures: fundamentals and applications to design" John Wiley & Sons, Inc 1996
6 Tieleman, H. W., "Wind characteristics in the surface layer over heterogeneous terrain" 41 (41): 329-340, 1992
7 Fujino, Y., "Wind Resistant Design of Bridges in Japan" Springer 2012
8 Honshu-Shikoku Bridge Authority, "Wind Resistant Design Standard (in Japanese)"
9 Batchelor, G. K., "The theory of homogeneous turbulence" Cambridge University Press 1953
10 Harris, R. I., "The structure of strong winds" 1981
11 Tennekes, H., "The logarithmic wind profile" 30 (30): 234-238, 1973
12 Berg, J., "The bolund experiment, Part I : Flow over a steep, three-dimensional hill" 141 (141): 219-243, 2011
13 Peng Hu, "The appropriate shape of the boundary transition section for a mountain-gorge terrain model in a wind tunnel test" 한국풍공학회 20 (20): 15-36, 2015
14 Bechmann, A., "The Bolund Experiment, Part II: Blind comparison of microscale flow models" 141 (141): 245-271, 2011
15 Chen, Z. Q., "Terrain model test of wind field characteristics of the Aizhai Bridge (in Chinese)" Wind Engineering Research Center, Hunan University 2008
16 Flay, R. G. J., "Structure of a rural atmospheric boundary layer near the ground" University of Canterbury 1978
17 Standards Australia, "Structural design actions Part 2:Wind actions"
18 Kaimal, J.C, "Spectral characteristics of surface-layer turbulence" 98 (98): 563-589, 1972
19 Bowen, A. J., "Some complications from modelling the wind flow over complex terrain at small geometric scales" Monash University 1998
20 Yeow, T. S., "Reproducing the Bolund experiment in wind tunnel" 18 (18): 153-169, 2015
21 Von Karman, T., "Progress in the statistical theory of turbulence" 34 (34): 530-, 1948
22 Ramechecandane, S., "Numerical investigations on wind flow over complex terrain" 36 (36): 273-296, 2012
23 National Research Council of Canada, "National Building Code User's Guide-Structural Commentaries (Part 4), Canadian Commission on Building and Fire Codes" NRCC 2010
24 Bowen, A. J., "Modelling of strong wind flows over complex terrain at small geometric scales" 91 (91): 1859-1871, 2003
25 Chen, Z. Q., "Model test study of wind field characteristics of long-span bridge site in mountainous valley terrain (in Chinese)" 22 (22): 54-59, 2008
26 Ministry of Communication of PRC, "JTG/T D60-01-2004 Wind-resistant Design Specification for Highway Bridges (in Chinese)" China Communications Press 2004
27 Fu, J. Y., "Field measurements of boundary layer wind characteristics and wind-induced responses of super-tall buildings" 96 (96): 1332-1358, 2008
28 Yongxin Yang, "Evaluation on bridge dynamic properties and VIV performance based on wind tunnel test and field measurement" 한국풍공학회 20 (20): 719-737, 2015
29 European Committee for Standardization, "Eurocode 1: Actions on structures-Part 1-4: General actions-Wind actions"
30 Simiu, E., "Design of buildings for wind a guide for ASCE 7-10 standard users and designers of special structures" John Wiley & Sons, Inc 2011
31 Kwon, D. K., "Comparative study of major international wind codes and standards for wind effects on tall buildings" 51 : 23-35, 2013
32 Zhu, L. D., "Buffeting response of long span cable-supported bridges under skew winds: field measurement and analysis" The Hong Kong Polytechnic University 2002
33 American Society of Civil Engineers, "ASCE7-10 Minimum design loads for buildings and other structures" ASCE 2010
34 Architectural Institute of Japan, "AIJ-2004 Recommendations for Loads on Buildings" AIJ 2004
35 Blocken, B., "50 years of computational wind engineering : Past, present and future" 129 : 69-102, 2014