[1]
Lu, C.L., Q.S. Li, S.H. Huang, F.B. Chen, and X.Y. Fu, Large eddy simulation of wind effects on a long-span complex roof structure. Journal of Wind Engineering and Industrial Aerodynamics. 100(1): pp.1-18.
DOI: 10.1016/j.jweia.2011.10.006
Google Scholar
[2]
Uematsu, Y., M. Yamada, and A. Karasu, Design wind loads for structural frames of flat long-span roofs: Gust loading factor for a structurally integrated type. Journal of Wind Engineering and Industrial Aerodynamics, 1997. 66(2): pp.155-168.
DOI: 10.1016/s0167-6105(97)00008-1
Google Scholar
[3]
Yasui, H., H. Marukawa, J. Katagiri, A. Katsumura, Y. Tamura, and K. Watanabe, Study of wind-induced response of long-span structure. Journal of Wind Engineering and Industrial Aerodynamics, 1999. 83(1-3): pp.277-288.
DOI: 10.1016/s0167-6105(99)00078-1
Google Scholar
[4]
Chen, F., Q.S. Li, J.R. Wu, and J.Y. Fu, Wind effects on a long-span beam string roof structure: Wind tunnel test, field measurement and numerical analysis. Journal of Constructional Steel Research. 67(10): pp.1591-1604.
DOI: 10.1016/j.jcsr.2011.04.003
Google Scholar
[5]
Fu, J.Y. and Q.S. Li, Wind effects on the world's longest spatial lattice structure: Loading characteristics and numerical prediction. Journal of Constructional Steel Research, 2007. 63(10): pp.1341-1350.
DOI: 10.1016/j.jcsr.2006.12.001
Google Scholar
[6]
Davenport, A.G. The Application of Statistical Concepts to the Wind Loading of Structures. in Proc. Instn. Civ. Engnrs,. 1961.
Google Scholar