1 |
Davenport, A.G. (1965), "The relationship of wind structure to wind loading of Symposium", Proceedings of the 3rd International Conference on Wind Effect on Building and Structures. Vol.1, London.
|
2 |
ECCS Technical Committee T12 (1978), Wind Effects, Recommendations for the Calculation of Wind Effects on Buildings and Structures.
|
3 |
Gu, M. and Quan, Y. (2004), "Across-wind loads of typical tall buildings", J. Wind Eng. Ind. Aerod., 92(13), 1147-1165.
DOI
|
4 |
Hansen, S.O. and Krenk, S. (1999), "Dynamic along-wind response of simple structures", J. Wind Eng. Ind. Aerod., 82(1-3), 147-171.
DOI
|
5 |
Holmes, J.D. and Lewis, R.E. (1987), "Optimization of dynamics-pressure-measurement systems I. &II", J. Wind Eng. Ind. Aerod., 25, 249-290.
DOI
ScienceOn
|
6 |
Huang, D.M., Zhu, L.D. and Ding, Q.S. (2008), "Identification of modal parameters for a high-rise building aeroelastic model", J.Vib. Eng., 21(3), 291-297. (in Chinese)
|
7 |
Huang, D.M., Zhu, L.D. and Ding, Q.S. (2009), "Experimental research on vertical coherence function of wind velocities", J. Exp. Fluid Mech., 23(4), 34-40. (in Chinese)
|
8 |
Huang, D.M., Zhu, L.D. and Chen, W. (2014), "Power spectra of wind forces on a high-rise building with section varying along height", Wind Struct., 18(3), 295-320.
DOI
|
9 |
Irwin, H.P.A.H., Cooper, K.R. and Girard, R. (1979), "Correction of distortion effects caused by tubing systems in measurements of fluctuating pressures", J. Wind Eng. Ind. Aerod., 5(1-2), 93-107.
DOI
|
10 |
Kareem, A. and Zhou, Y. (2003),"Gust loading factor - past, present and future", J. Wind Eng. Ind. Aerod,, 91(12-15), 1301-1328.
DOI
|
11 |
Krenk, S. (1995), "wind field coherence and dynamic wind forces", Symposium on the advances in Nonlinear Stochastic Mechanics, (Eds., Noess and Krenk), Kluwer, Dordrecht.
|
12 |
Liang, S.G., Liu, S.C., Li, Q.S. Zhang, L.L. and Gu, M. (2002), "Mathematical model of acrosswind dynamic loads on rectangular tall buildings", J. Wind Eng. Ind. Aerod., 90(12-15), 1757-1770
DOI
|
13 |
Liang, S.G., Li, Q.S., Liu, S.C. Zhang, L.L. and Gu, M. (2004), "Torsional dynamic wind loads on rectangular tall buildings", Eng. Struct., 26(1), 129-137.
DOI
|
14 |
Lin, N., Letchford, C., Tamura, Y., Liang, B. and Nakamura, O. (2005), "Characteristics of wind forces acting on tall buildings", J. Wind Eng. Ind. Aerod., 93(3), 217-242.
DOI
|
15 |
Marukawa, H., Ohkuma T. and Momomura Y. (1992), "Acrosswind and torsional acceleration of prismatic high rise buildings", J. Wind Eng. Ind. Aerod., 41-44, 1139-1150.
|
16 |
Ministry of Construction P.R.China (2006), Load code for the design of building structures-GB 50009-2006, Chinese building industry press, Beijing, (in Chinese).
|
17 |
NIST HR-DAD, high-rise database-assisted design, http://www.itl.nist.gov/div898/winds/HR_DAD_RC_1.0/hr_dad_rc_1.0.htm
|
18 |
Simiu, E., Gabbai, R.D. and Fritz, W.P. (2006), "Wind-induced tall building response: a time-domain approach", Wind Struct., 11(6), 427-440.
DOI
|
19 |
Shiotani, M. and Iwatani, Y. (1972), "Correlations of wind velocities in relation to the gust loadings", Proceedings of the 3rd International Conference on Wind Effects on Buildings and Structures, Saikon, Tokyo.
|
20 |
Simiu, E. and Scanlan, R.H. (1996), Wind effects on structures, 3rd Ed., Wiley, New York.
|