参考文献/References:
[1] 项海帆.现代桥梁抗风理论与实践[M].北京:人民交通出版社,2005.
[2] 陈政清.桥梁风工程 [M].北京:人民交通出版社,2005.
[3] Simiu E,Scanlan R H.Wind effects on structures [M].New York:John Wiley & Sons,INC,1996.
[4] 李永乐,周述华,强士中.大跨度斜拉桥三维脉动风场模拟[J].土木工程学报,2003,36(10):60-65.
Li Yongle,Zhou Shuhua,Qiang Shizhong.Simulation of three-dimensional fluctuating wind field for large span cable-stayed bridge [J].China Civil Engineering Journal,2003,36(10):60-65.(in Chinese)
[5] Cao Y H,Xiang H F,Zhou Y.Simulation of stochastic wind velocity field on long-span bridges[J].Journal of Engineering Mechanics,2000,126(1):1-6.
[6] Yang W W,Chang T Y P.Numerical simulation of turbulent fluctuations along the axis of a bridge[J]. Engineering Structures,1998,20(9):837-848.
[7] 国家自然科学基金委员会工程与材料科学部.建筑、环境与土木工程学科发展战略研究报告(2006—2010)[M].北京:科学出版社,2006.
[8] 王浩.基于SHMS的大跨度悬索桥风致抖振响应实测研究[D].南京:东南大学土木工程学院,2007.
[9] 谢以顺,李爱群,王浩.润扬悬索桥桥址区实测强风特性的对比研究[J].空气动力学学报,2009,27(1):47-51.
Xie Yishun,Li Aiqun,Wang Hao.Comparison study on experimental strong wind characteristics of Runyang Suspension Bridge [J].ACTA Aerodynamica Sinica,2009,27(1):47-51.(in Chinese)
[10] Shinozuka M,Jan C M.Digital simulation of random processes and its application [J]. Journal of Sound and Vibration,1972,25(1):111-128.
[11] Kovas I,Svensson H,Jordet E.Analytical aerodynamic investigation of cable-stayed Helgeland bridge [J].Journal of Structural Engineering,ASCE,1992,118(1):147-168.
[12] 韩大建,邹小江,苏成.大跨度桥梁考虑桥塔风效应的随机风场模拟[J].工程力学,2003,20(6):18-22.
Han Dajian,Zou Xiaojiang,Su Cheng.Simulation of stochastic wind field of long-span bridges considering wind effects of the bridge towers [J].Engineering Mechanics,2003,20(6):18-22.(in Chinese)
[13] Chen X,Matsumoto M,Kareem A.Time domain flutter and buffeting response analysis of bridges [J]. Journal of Engineering Mechanics,2000,126(1):7-16.
[14] 丁泉顺.大跨度桥梁耦合颤抖振响应的精细化分析[D].上海:同济大学桥梁工程系,1999.
[15] Deodatis G.Simulation of ergodic multivariate stochastic processes [J].Journal of Engineering Mechanics,1996,122(8):778-787.
相似文献/References:
[1]孙君,李爱群,丁幼亮,等.润扬大桥悬索桥小波包能量谱识别的环境变异性[J].东南大学学报(自然科学版),2009,39(1):91.[doi:10.3969/j.issn.1001-0505.2009.01.017]
Sun Jun,Li Aiqun,Ding Youliang,et al.Environmental variability of measured wavelet packet energy spectrum for Runyang suspension bridge[J].Journal of Southeast University (Natural Science Edition),2009,39(6):91.[doi:10.3969/j.issn.1001-0505.2009.01.017]
[2]刘毅,李爱群,丁幼亮,等.润扬悬索桥扁平钢箱梁局部应力的测试与分析[J].东南大学学报(自然科学版),2007,37(2):275.[doi:10.3969/j.issn.1001-0505.2007.02.018]
Liu Yi,Li Aiqun,Ding Youliang,et al.Computational and experimental studies on stress analysis of flat steel-box-girder of Runyang Suspension Bridge[J].Journal of Southeast University (Natural Science Edition),2007,37(6):275.[doi:10.3969/j.issn.1001-0505.2007.02.018]
[3]丁建明,杜昕,钱振东,等.润扬大桥南汊悬索桥桥面铺装在竖向荷载静力作用下的力学分析[J].东南大学学报(自然科学版),2006,36(4):601.[doi:10.3969/j.issn.1001-0505.2006.04.022]
Ding Jianming,Du Xin,Qian Zhendong,et al.Mechanical analysis of deck surfacing on Runyang suspension bridge by finite element method[J].Journal of Southeast University (Natural Science Edition),2006,36(6):601.[doi:10.3969/j.issn.1001-0505.2006.04.022]
[4]周勇,张峰,叶见曙,等.悬索桥空间主缆分析[J].东南大学学报(自然科学版),2009,39(1):101.[doi:10.3969/j.issn.1001-0505.2009.01.019]
Zhou Yong,Zhang Feng,Ye Jianshu,et al.Analysis of spatial cable of suspension bridge[J].Journal of Southeast University (Natural Science Edition),2009,39(6):101.[doi:10.3969/j.issn.1001-0505.2009.01.019]
[5]邓扬,李爱群,丁幼亮,等.基于长期监测数据的大跨桥梁结构伸缩缝损伤识别[J].东南大学学报(自然科学版),2011,41(2):336.[doi:10.3969/j.issn.1001-0505.2011.02.024]
Deng Yang,Li Aiqun,Ding Youliang,et al.Damage identification of expansion joints in long span bridge using long-term monitoring data[J].Journal of Southeast University (Natural Science Edition),2011,41(6):336.[doi:10.3969/j.issn.1001-0505.2011.02.024]
[6]王浩,徐梓栋,陶天友,等.基于2008—2015年实测数据的苏通大桥风速风向联合分布分析[J].东南大学学报(自然科学版),2016,46(4):836.[doi:10.3969/j.issn.1001-0505.2016.04.027]
Wang Hao,Xu Zidong,Tao Tianyou,et al.Analysis on joint distribution of wind speed and direction on Sutong Bridge based on measured data from 2008 to 2015[J].Journal of Southeast University (Natural Science Edition),2016,46(6):836.[doi:10.3969/j.issn.1001-0505.2016.04.027]
[7]李爱群,王浩,谢以顺.基于SHMS的润扬悬索桥桥址区强风特性[J].东南大学学报(自然科学版),2007,37(3):508.[doi:10.3969/j.issn.1001-0505.2007.03.031]
Li Aiqun,Wang Hao,Xie Yishun.Experimental study on strong wind characteristics of Runyang Suspension Bridge based on SHMS[J].Journal of Southeast University (Natural Science Edition),2007,37(6):508.[doi:10.3969/j.issn.1001-0505.2007.03.031]