1 |
Liu, X.B., Chen, Z.Q. and Liu, Z.W. (2008), "Experimental study on the aerodynamic coefficients of long span bridge deck under skew winds (in Chinese)", J. Hunan Univ. :Nat. Sci. Ed., 35(9), 9-14.
|
2 |
Melbourne, W.H. (1980), "Model and full scale response to wind action of the cable stayed box girder west gate bridge", Proceedings of the IAHR/IUTAM Symposiums on Practical Experiences with Flow-Induced Vibrations, Karlsruhe, Germany, September.
|
3 |
Scanlan, R.H. (1993), "Bridge buffeting by skew winds in erection stages". J. Eng. Mech.-ASCE, 119(2), 251-269.
DOI
|
4 |
Scruton, C. (1951), Experiments on the aerodynamic stability of suspension bridges, NPL-185-199.
|
5 |
Sun, Y.G., Li, M.S. and Liao, H.L. (2013), "Investigation on vortex-induced vibration of a suspension bridge using section and full aeroelastic wind tunnel tests", WindStruct.,17(6), 565-587.
|
6 |
Tanaka, H. and Davenport, A.G. (1982), "Response of taut strip models to turbulent wind", J. Eng. Mech. Div.-ASCE, 108(1), 33-49.
|
7 |
Xie, J. and Tanaka, H. (1991), "Buffeting analysis of long span bridges to turbulent wind with yaw angles", J. Wind Eng. Ind. Aerod., 37(1), 65-77.
DOI
|
8 |
Xu, Y.L. and Zhu, L.D. (2005), "Buffeting response of long-span cable-supported bridges under skew winds. Part 2: case study", J. Sound Vib., 281(3-5), 675-697.
DOI
|
9 |
Zan, S.J. (1987), The effects of mass, wind angle and erection technique in the aeroelastic behavior of a cable-stayed bridge model, NAE-AN-46.
|
10 |
Zhu, L.D. (2002), Buffeting response of long span cable supported bridges under skew winds field measurement and analysis. Ph.D. Dissertation, The Hong Kong Polytechnic University, Hong Kong.
|
11 |
Zhu, L.D., Wang, M., Wang, D.L., Guo, Z.S. and Cao, F.C. (2007), "Flutter and buffeting performances of third Nanjing bridge over Yantze river under yaw wind via aeroelastic model test". J. Wind Eng. Ind. Aerod., 95(9-11), 1579-1606.
DOI
|
12 |
Zhu, L.D., Xu, Y.L., Zhang, F. and Xiang, H.F. (2002a), "Tsing Ma bridge deck under skew winds. Part I: aerodynamic coefficients", J. Wind Eng. Ind. Aerod., 90(7), 782-805.
|
13 |
Zhu, L.D., Xu, Y.L. and Xiang, H.F. (2002b), "Tsing Ma bridge deck under skew winds-Part II: flutter derivatives", J. Wind Eng. Ind. Aerod., 90(7), 807-837.
DOI
|
14 |
Davenport, A.G., Isyumov, N., Fader, D.J. and Bowen, C.F.P. (1969a), A study of wind action on a suspension bridge during erection and on completion: the Narrows bridge, BLWT-3-69.
|
15 |
Davenport, A.G., Isyumov, N., Fader, D.J. and Bowen, C.F.P. (1969b), An aeroelastic study of the Northumberland straits bridge-cantilevered concrete design, BLWT-4-69.
|
16 |
Davenport, A.G., Isyumov, N. and Tanaka, H. (1976), A study of wind action for the Bronx Whitestone suspension bridge, BLWT-SS3-76.
|
17 |
Gamble, S.L. and Irwin, P.A. (1985), "The action of wind on a cable stayed bridge during construction", Proceedings of the 5th US National Conference in Wind Engineering, Lubbock, America, November.
|
18 |
Kimura, K. and Tanaka, H. (1992), "Bridge buffeting due to wind with yaw angles", J. Wind Eng. Ind. Aerod., 42(1-3), 1309-1320.
DOI
|
19 |
Li, S.P., Li, M.S. and Ma, C.M. (2013), "Buffeting analysis of long span bridge under skew wind in frequency domain", Proceedings of the 8th Asia-Pacific Conference on Wind Engineering, Chennai, India, December.
|