基金项目:国家高技术研究发展计划("八六三"计划)项目(2001AA336010);国家自然科学基金重点项目(50238030);国家自然科学基金项目(50178018);江苏省自然科学基金重点项目(BK20000361)
作者简介:梅葵花(1974-),女,湖北黄梅人,长安大学讲师,工学博士,E-mail:meikuihua@163.com.
作者单位:梅葵花(长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064;东南大学,土木工程学院,江苏,南京,210096)
吕志涛(东南大学,土木工程学院,江苏,南京,210096)
孙胜江(长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064)
参考文献:
[1]邰扣霞,丁大钧.中国桥梁建设新飞跃[J].建筑科学与工程学报,2006,23(2):30-40.TAI Kou-xia,DING Da-jun.New Leaps in Construction of Bridges in China[J].Journal of Architecture and Civil Engineering,2006,23 (2):30-40.
[2]梁鹏,肖汝诚,徐岳.超大跨度斜拉桥的安装构形与无应力构形[J].长安大学学报:自然科学版,2006,26(4):49-53.LIANG Peng,XIAO Ru-cheng,XU Yue.Assembled Geometry and Unstrained Geometry of Super Long Span Cable-stayed Bridges[J].Journal of Chang'an University:Natural Science Edition,2006,26 (4):49-53.
[3]陈政清.斜拉索风雨振现场观测与振动控制[J].建筑科学与工程学报,2005,22(4):5-10.CHEN Zheng-qing.On-site Observation of Wind-rain Induced Vibration of Stay Cables and Its Control[J].Journal of Architecture and Civil Engineering,2005,22(4):5-10.
[4]胡建华,王修勇,陈政清,等.斜拉索风雨振响应特性[J].中国公路学报,2006,19(3):41-48.HU Jian-hua,WANG Xiu-yong,CHEN Zheng-qing,et al.Response Characteristics of Wind-rain Induced Vibration of Stay Cables[J].China Journal of Highway and Transport,2006,19 (3):41-48.
[5]高剑,裴岷山.大跨度斜拉桥索梁锚箱空间受力分析[J].建筑科学与工程学报,2006,23(3):66-70.GAO Jian,PEI Min-shan.Analysis of Space Stress in Anchoring Box Between Cable and Beam of Longspan Cable-stayed Bridge[J].Journal of Architecture and Civil Engineering,2006,23(3):66-70.
[6]张建民,肖汝诚.千米级斜拉桥空间非线性两阶段索力优化[J].中国公路学报,2006,19(3):34-40.ZHANG Jian-min,XIAO Ru-cheng.Spatial Nonlinear Cable Force Optimum in Two Stages for Thousandmeter Scale Cable-stayed Bridge[J].China Journal of Highway and Transport,2006,19 (3):34-40.
[7]梁鹏,徐岳,刘永健.斜拉索分析统一理论及其应用[J].建筑科学与工程学报,2006,23(1):68-77.LIANG Peng,XU Yue,LIU Yong-jian.Unified Analysis Theory of Cable Stay and Its Applications[J].Journal of Architecture and Civil Engineering,2006,23(1):68-77.
[8]李忠献,黄健,丁阳,等.不同地震激励下大跨度斜拉桥的地震反应分析[J].中国公路学报,2005,18(3):48-53.LI Zhong-xian,HUANG Jian,DING Yang,et al.Seismic Responses of Long-span Cable-stayed Bridges Under Different Patterns of Earthquake Excitations[J].China Journal of Highway and Transport,2005,18(3):48-53.
[9]张启伟,周艳.桥梁健康监测技术的适用性[J].中国公路学报,2006,19(6):54-58.ZHANG Qi-wei,ZHOU Yan.Applicability of Bridge Health Monitoring Technology[J].China Journal of Highway and Transport,2006,19(6):54-58.
[10]亢战,钟万勰.斜拉桥参数共振问题的数值研究[J].土木工程学报,1998,31(4):14-22.KANG Zhan,ZHONG Wan-xie.Numerical Study on Parametric Resonance of Cable in Cable Stayed Bridge[J].China Civil Engineering Journal,1998,31 (4):14-22.
[11]孙汝蛟,刘健新,胡兆同.高阻尼橡胶剪切型拉索减振器[J].长安大学学报:自然科学版,2005,25(1):37-40.SUN Ru-jiao,LIU Jian-xin,HU Zhao-tong.Shearing Dampers on Stay Cables with High-damping Rubber[J].Journal of Chang'an University:Natural Science Edition,2005,25(1):37-40.
[12]陈水生,孙炳楠.斜拉桥索-桥耦合非线性参数振动数值研究[J].土木工程学报,2003,36(4):70-75.CHEN Shui-sheng,SUN Bing-nan.Numerical Study on Nonlinear Parametric Vibration of Coupled Cables and Bridge Decks[J].China Civil Engineering Journal,2003,36 (4):70-75.
[13]陈常松,陈政清,颜东煌.柔索索力主频阶次误差及支承条件误差[J].交通运输工程学报,2004,4(4):17-20.CHEN Chang-song,CHEN Zheng-qing,YAN Dong-huang.Frequency Number Error and Support Condition of Flexible Cable Tension[J].Journal of Traffic and Transportation Engineering,2004,4 (4):17-20.
[14]汪至刚,孙炳楠.斜拉桥参数振动引起的拉索大幅振动[J].工程力学,2001,18(1):103-109.WANG Zhi-gang,SUN Bing-nan.Cable Vibration of Cable Stayed Bridge by Parametric Response[J].Engineering Mechanics,2001,18(1):103-109.
[15]邬喆华,楼文娟,陈勇,等.MR阻尼器对斜拉索减振控制的数值仿真[J].中国公路学报,2006,19(1):62-66.WU Zhe-hua,LOU Wen-juan,CHEN Yong,et al.Numerical Simulation of Vibration Control for Stay Cable Using MR Dampers[J].China Journal of Highway and Transport,2006,19 (1):62-66.
[16]梅葵花.CFRP拉索斜拉桥的研究[D].南京:东南大学,2005.MEI Kui-hua.Study on Cable-stayed Bridges with CFRP Cables[D].Nanjing:Southeast University,2005.
[17]汪至刚,孙炳楠.斜拉索的参数振动[J].土木工程学报,2002,35(5):28-33.WANG Zhi-gang,SUN Bing-nan.Parametric Vibration of the Cable in Cable-stayed Bridge[J].China Civil Engineering Journal,2002,35 (5):28-33.
[18]COSTA A P D,MARTINS J A C,BRANCO F,et al.Oscillations of Bridge Stay Cables Induced by Periodic Motions of Deck and Towers[J].Journal of Engineering Mechanics,1996,122(7):613-622.
|