参考文献：

[1]李国豪.桥梁结构稳定与振动[M].北京:中国铁道出版社,2002.LI Guo-hao.Stability and Vibration of Bridge Structure[M].Beijing:China Railway Publishing House,2002.
[2]XU Xiu-li,LIU Wei-qing,WANG Ren-gui,et al.A Study of Vibration Reduction Structural System of Long-span Cable-stayed Bridges[C]//LIU Wei-qing,YUAN F G,CHANG P C.Proceedings of the 3rd International Conference on Earthquake Engineering.Nanjing:China Water Power Press,2004:529-534.
[3]CHENG S H,LAU D T,CHEUNG M S.Comparison of Numerical Techniques for 3D Flutter Analysis of Cable-stayed Bridges[J].Computers & Structures,2003,81(32):2 811-2 822.
[4]程进,江见鲸.用ANSYS软件进行薄壁梁截面几何特性的计算[J].交通与计算机,2001,19(增):77-78.CHENG Jin,JIANG Jian-jing.Calculation of Geometrical Properties of the Thin-walled Beam by ANSYS Software[J].Traffic and Computer,2001,19 (S):77-78.
[5]周建春,刘光栋,魏琴.薄壁杆件截面几何特性计算的比拟有限元法[J].工程力学,2002,19(1):38-41.ZHOU Jian-chun,LIU Guang-dong,WEI Qin.An Analogous Model for Finite Element Analysis of Sectional Properties of Thin-walled Bars[J].Engineering Mechanics,2002,19 (1):38-41.
[6]HIROAKI K.Consideration of the Problem of Shearing and Torsion of Thin-walled Beams with Arbitrary Cross-section[J].Thin-walled Structures,2001,39(8):671-684.
[7]ALEKSANDAR P.Computer Program for Determination of Geometrical Properties of Thin-walled Beams with Open-closed Section[J].Computers & Structures,2000,74 (6):705-715.
[8]王磊,刘寒冰,高一平,等.薄壁杆件六面体网格剖分的组装法[J].中国公路学报,2005,18(1):51-56.WANG Lei,LIU Han-bing,GAO Yi-ping,et al.Assembly Algorithm of Hexahedral Meshes Generation for Thin Wainscot Structure[J].China Journal of Highway and Transport,2005,18(1):51-56.
[9]张永健,黄平明.考虑剪力滞效应的简支箱梁自振特性[J].建筑科学与工程学报,2005,22(2):40-42.ZHANG Yong-jian,HUANG Ping-ming.Free Vibration Characteristics of Simply Supported Box Girder with Effect of Shear Lag[J].Journal of Architecture and Civil Engineering,2005,22(2):40-42.
[10]王荣辉,刘光栋,邱波.薄壁曲线箱梁空间计算的曲板板梁单元法[J].中国公路学报,2000,13(1):73-76.WANG Rong-hui,LIU Guang-dong,QIU Bo.A Curved Plate Beam Element Method of Spatial Computation for Thin-walled Curved Box Girder[J].China Journal of Highway and Transport,2000,13 (1):73-76.
[11]周绪红,李艳敏,石宇,等.竖向荷载作用下冷弯薄壁型钢墙架柱的承载力[J].建筑科学与工程学报,2006,23(3):7-13.ZHOU Xu-hong,LI Yan-min,SHI Yu,et al.Bearing Capacity of Cold-formed Thin-walled Steel Wall Stud Under Vertical Load[J].Journal of Architecture and Civil Engineering,2006,23 (3):7-13.
[12]周绪红,石宇,周天华,等.低层冷弯薄壁型钢结构住宅体系[J].建筑科学与工程学报,2005,22(2):1-14.ZHOU Xu-hong,SHI Yu,ZHOU Tian-hua,et al.Cold-formed Steel Framing System of Low-rise Residential Building[J].Journal of Architecture and Civil Engineering,2005,22(2):1-14.
[13]杨霞林,李乔,冉琦山.斜拉桥双箱单室箱形主梁的空间应力分析[J].中国公路学报,2006,19(1):71-74.YANG Xia-lin,LI Qiao,RAN Qi-shan.Three Dimensional Stress Analysis of Main Box Girder with Twinbox Single Cross Section Used in Cable-stayed Bridge[J].China Journal of Highway and Transport,2006,19(1):71-74.
[14]李小伟,赵均海,乔海军.薄壁圆筒在阶形变形路径下的统一增量解[J].建筑科学与工程学报,2005,22(4):50-53.LI Xiao-wei,ZHAO Jun-hai,QIAO Hai-jun.Unified Incremental Solution of Thin Cylinder Under Step Deformation Path[J].Journal of Architecture and Civil Engineering,2005,22 (4):50-53.
[15]祝明桥,方志,胡秀兰,等.配筋钢纤维高强混凝土薄壁箱梁纯扭试验研究[J].中国公路学报,2005,18(3):43-47.ZHU Ming-qiao,FANG Zhi,HU Xiu-lan,et al.Experimental Research on the Reinforced Steel Fiber High-strength Concrete Pure Torsional Thin-walled Box Girder[J].China Journal of Highway and Transport,2005,18(3):43-47.
[16]黄剑源.薄壁结构的扭转分析[M].北京:中国铁道出版社,1983.HUANG Jian-yuan.Torsional Analysis for Thinwalled Structure[M].Beijing:China Railway Publishing House,1983.
[17]范立础.桥梁抗震[M].上海:同济大学出版社,1997.FAN Li-chu.Bridge Anti-seismicity[M].Shanghai:Tongji University Press,1997.
[18]刘伟庆,徐秀丽,李龙安,等.苏通大桥主航道桥结构抗震性能分析报告[R].南京:南京工业大学,2004.LIU Wei-qing,XU Xiu-li,LI Long-an,et al.Report of Seismic Performance Analysis of Sutong Navigable Pass Bridge Structure[R].Nanjing:Nanjing University of Technology,2004.