[1] |
中华人民共和国交通部. JTG/T D60-01—2004. 公路桥梁抗风设计规范[S]. 北京: 人民交通出版社, 2004.Ministry of Transport of the People's Republic of China. JTG/T D60-01—2004. Wind-resistant design specification for highway bridges[S]. Beijing: China Communications Press, 2004.
|
[2] |
王新荣, 顾明, 全涌.低紊流度下二维矩形截面柱体模型表面风压分布的雷诺数效应[J].建筑结构学报, 2015, 36(1): 143-149. http://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201501020.htmWang X R, Gu M, Quan Y. Reynolds number effects on wind pressure distribution of 2D rectangular prisms in low turbulence flow[J]. Journal of Building Structures, 2015, 36(1): 143-149. http://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201501020.htm
|
[3] |
杨詠昕, 周锐, 张凯歌, 等.不同风嘴形式分体箱梁桥梁的静力风致稳定性能[J].土木工程学报, 2016, 49(6): 84-93. http://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201606010.htmYang Y X, Zhou R, Zhang K G, et al. Stationary aerodynamic stability performance of twin box girder bridges with different wind fairings[J]. China Civil Engineering Journal, 2016, 49(6): 84-93. http://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201606010.htm
|
[4] |
Blackburnal H M, Melbourneal W H. The effect of free-stream turbulence on sectional lift forces on a circular cylinder[J]. Journal of Fluid Mechanics, 1996, 306: 267-292. doi: 10.1017/S0022112096001309
|
[5] |
Slaouti A, Gerrard J H. An experimental investigation of the end effects on the wake of a circular cylinder towed through water at low Reynolds number[J]. Journal of Fluid Mechanics, 1981, 112: 297-314. doi: 10.1017/S0022112081000414
|
[6] |
Gerich D, Eckelmann H. Influence of end plates and free ends on the shedding frequency of circular cylinders[J]. Journal of Fluid Mechanics, 1982, 122: 109-121. doi: 10.1017/S0022112082002110
|
[7] |
Stansby P K. Effects of end plates on base pressure coefficient of a circular-cylinder[J]. Aeronautical Journal, 1974, 78(757): 36-37. http://journals.cambridge.org/article_S0001924000036319
|
[8] |
Lee B E. The susceptibility of tests on two-dimensional bluffbodies to incident flow variations[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1977, 2(2): 133-148. doi: 10.1016/0167-6105(77)90013-7
|
[9] |
Obasaju E D. On the effects of end plates on the mean forces on square sectioned cylinder[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1979, 5(1-2): 179-186. doi: 10.1016/0167-6105(79)90030-8
|
[10] |
Toy N, Fox T A. The effect of aspect ratio of end plate separation upon base pressures recorded on a square bar[J]. Experiment in Fluids, 1986, 4(5): 266-268. doi: 10.1007/BF00369118
|
[11] |
Kubo Y, Miyazaki M, Kato K. Effects of end plates and blockage of strucural menbers on drag forces[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1989, 32(3): 329-342. doi: 10.1016/0167-6105(89)90006-8
|
[12] |
白桦. 影响桥梁及建筑结构风洞试验结果若干因素研究[D]. 西安: 长安大学, 2012.Bai H. Research on the effect of several factors on the wind tunnel test results of bridge and building structure[D]. Xi'an: Chang'an University, 2012.
|
[13] |
刘庆宽.多功能大气边界层风洞的设计与建设[J].实验流体力学, 2011, 25(3): 66-70 http://www.syltlx.com/CN/abstract/abstract10661.shtmlLiu Q K. Aerodynamic and structure design of multifunction boundary-layer wind tunnel[J]. Journal of Experiments in Fluid Mechanics, 2011, 25(3): 66-70. http://www.syltlx.com/CN/abstract/abstract10661.shtml
|
[14] |
Anthoine J, Olivari D, Portugaels D. Wind-tunnel blockage effect on drag coefficient of circular cylinder[J]. Wind and Structures, 2009, 12(6): 541-551. doi: 10.12989/was.2009.12.6.541
|
[15] |
Knisely C W. Strouhal number of rectangular cylinders at incidence: a review and new data[J]. Journal of Fluids and Structures, 1990, 4(4): 371-393. doi: 10.1016/0889-9746(90)90137-T
|
[16] |
Vickery B J. Fluctuating lift and drag on a long cylinder of square cross-section in a smooth and in a turbulent stream[J]. Journal of Fluid Mechanics, 1966, 25(3): 481-494. doi: 10.1017/S002211206600020X
|