文档介绍：[1][M].成都:西南交通大学出版社,1996:2-3.
[2][D],硕士论文2013,成都西南交通大学.
[3][M],2011:17-53.
[4][J].振动工程学报,1997,l0(3)259-263.
[5]、风雨激励响应及风振疲劳研究[D].大连理工大学博士论文,
[6] , AprilSpiller,Candase Aronold. Statistical analysis of coastal bridge vulnerability based on empirical evidence from Hurricane Katrina[J].Structure and Infrastructure Engineering. 2012 ,8(6):596-605.
[7][J].,30(5):529-532.
[8][M].北京:中国铁道出版社,-441.
[9] Boonyapinyo V, Yamada H, Miyata T. Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges [J]. Journal of Structural Engineering ,ASCE, 1994,120(2):486-506.
[10] ,, ,. Studies on the critical wind velocity for suspension bridge[C]/Proc. Int, Res. Seminar on wind effects on buildings and structures. University of Toronto Press. Ontario, Canada, 1967:81-103.
[11][D],上海:同济大学桥梁工程系, 1997.
[12]程进,江见鲸,肖汝诚,[J].土木工程学报,2002,35(1)35-39.
13陈政清桥梁风工程[M].,2005:43-58;139-141.
14 ,,, Full/mofrl-parison of surface pressures on the Texas Tech experimental building[J],J. Wind Eng Ind. Aerodyn.,(1):1-23.
15 , Pressure measurements on the Texas Tech building: Wind tunnel measurements parisons with full scale[J],J. Wind Eng .,(2-3):227-234.
16 , , Boundary-layer flow over topography: impacts of the Askervein study, Boundary-Layer (1996):291-320.
17 Gunter Schewe, Allan Larsen. Reynolds number effects in the flow around a bluff bridge deck across section. Journal of Wind Engineering and Industrial ,74-76:829-838
18同济大学土木工程防灾国家重点实验室.“风的湍流特性观测与分析”苏通大桥桥位气象观测、风参数研究(四期报告)[R].上海:同济大学,2004.
19 张玥西部山区谷口处桥位风特性观测与风环境数值模拟研究[D]..
20 Gunter Schewe, Allan Larsen. Reynolds number effects in the flow around a bluff