李加武,王新,张悦,等.桥梁风致振动的混沌特性[J].交通运输工程学报,2014,13(3):34-42. LI Jia-wu,WANG Xin,ZHANG Yue,et al.Chaos Characteristics of Wind-induced Vibrations for Bridge[J].Journal of Traffic and Transportation Engineering,2014,13(3):34-42.
[2]
希缪 E,斯坎伦 R H.风对结构的作用风工程导论[M].刘尚培,项海帆,谢霁明,译.上海:同济大学出版社,1992. SIMIU E,SCANLAN R H.Wind Effects on Structures:An Introduction to Wind Engineering[M].Translated by LIU Shang-pei,XIANG Hai-fan,XIE Ji-ming.Shanghai:Tongji University Press,1992.
[3]
李瑞平,周宁,张卫华,等.基于AR模型的接触网脉动风场与风振响应[J].交通运输工程学报,2013,13(4):56-62. LI Rui-ping,ZHOU Ning,ZHANG Wei-hua,et al.Fluctuating Wind Field and Wind-induced Vibration Response of Catenary Based on AR Model[J].Journal of Traffic and Transportation Engineering,2013,13(4):56-62.
[4]
高亮,刘健新,张丹.桁架桥主梁三分力系数试验[J].长安大学学报:自然科学版,2012,32(1):52-56. GAO Liang,LIU Jian-xin,ZHANG Dan.Experimental Study on Three-component Force Coefficients of Truss Girder Cross-section[J].Journal of Chang'an University:Natural Science Edition,2012,32(1):52-56.
[5]
李永乐,王涛,廖海黎.斜拉桥并列拉索尾流驰振风洞试验研究[J].工程力学,2010,27(增1):216-221. LI Yong-le,WANG Tao,LIAO Hai-li.Investigation on Wake Galloping of Parallel Cables in Cable-stayed Bridge by Wind Tunnel Test[J].Engineering Mechanics,2010,27(S1):216-221.
[6]
MAEDA H,KUBO Y,KATO K,et al.Aerodynamic Characteristics of Closely and Rigidly Connected Cables for Cable-stayed Bridges[J].Journal of Wind Engineering and Industrial Aerodynamics,1997,69-71:263-278.
[7]
WILLIAMS R G,SUARIS W.An Analytical Approach to Wake Interference Effects on Circular Cylindrical Structures[J].Journal of Sound and Vibration,2006,295(1/2):266-281.
[8]
BRIKA D,LANEVILLE A.Wake Interference Between Two Circular Cylinders[J].Journal of Wind Engineering and Industrial Aerodynamics,1997,72:61-70.
[9]
黄伟峰,李勇,刘秋生,等.桥梁吊杆索尾流驰振问题的数值研究[J].清华大学学报:自然科学版,2008,48(11):1931-1934. HUANG Wei-feng,LI Yong,LIU Qiu-sheng,et al.Numerical Investigation of Wake Galloping of Suspension Bridge Cables[J].Journal of Tsinghua University:Science and Technology,2008,48(11):1931-1934.
[10]
BRZOZOWSKI V J,HAWKS R J.Wake-induced Full-span Instability of Bundle Conductor Transmission Lines[J].AIAA Journal,1976,14(2):179-184.
[11]
陈元坤.分裂导线的微风振动与次档距振荡研究[D].武汉:华中科技大学,2011. CHEN Yuan-kun.Study on Aeolian Vibration and Subspan Oscillation of Bundle Conductor[D].Wuhan:Huazhong University of Science and Technology,2011.
[12]
黄林.列车风与自然风联合作用下的车-桥耦合振动分析[D].成都:西南交通大学,2007. HUANG Lin.Analysis of Vehicle-bridge Vibration Under Train Induced Wind and Natural Wind[D].Chengdu:Southwest Jiaotong University,2007.
[13]
毕继红,余化军,任洪鹏.静止方柱和圆柱绕流的二维数值分析[J].三峡大学学报:自然科学版,2012,34(1):41-45. BI Ji-hong,YU Hua-jun,REN Hong-peng.Two-dimensional Numerical Simulation of Flow over a Static Square Cylinder and a Static Circular Cylinder[J].Journal of China Three Gorges University:Natural Sciences,2012,34(1):41-45.
[14]
马晋,周岱,何涛,等.基于CIBC迭代耦合技术的矩形柱扭转驰振分析[J].建筑科学与工程学报,2013,30(2):70-75. MA Jin,ZHOU Dai,HE Tao,et al.Analysis of Rotationally Oscillating Rectangular Cylinder Based on CIBC Iterative Coupling Technique[J].Journal of Architecture and Civil Engineering,2013,30(2):70-75.