基金项目：云南省交通科技项目(TST2002204A)
作者简介：许世展(1977-),男,河南内乡人,博士研究生,E-mail:xushizhan@yahoo.com.cn.
作者单位：许世展（长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064）
贺拴海（长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064）
盖轶婷（中交第一公路勘察设计研究院,陕西,西安,710075）
参考文献：
[1]陈仁福.大跨悬索桥理论[M].成都:西南交通大学出版社,1994.
[2]Bathe K J.Finite element procedures in engineering analysis[M].New York:Pentice-Hall Erlgenod Clifts,1982.
[3]黄平明,梅葵花,徐岳.大跨径悬索桥主缆系统施工控制计算[J].长安大学学报:自然科学版,2000,20(4):19-22.HUANG Ping-ming,MEI Kui-hua,XU Yue.The calculation method of main cable system construction control of long-span suspension bridge[J].Journal of Chang'an University:Natural Science Edition,2000,20(4):19-22.
[4]贺拴海.桥梁结构理论与计算方法[M].北京:人民交通出版社,2003.
[5]Irvine H M.Cable structure[M].London:The MIT Press,1981.
[6]潘永仁,杜国华,范立础.悬索桥恒载几何形状及内力的精确算法[J].中国公路学报,2000,13(4):33-36.PAN Yong-ren,DU Guo-hua,FAN Li-chu.A fine calculation of the geometry and internal force of suspension bridge under dead load[J].China Journal of Highway and Tranport,2000,13(4):33-36.
[7]夏桂云,曾庆元,李传习,等.建立Timoshenko深梁单元的新方法[J].交通运输工程学报,2004,4(2):27-30.XIA Gui-yun,ZENG Qing-yuan,LI Chuan-xi,et al.New method for fomulations of Timoshenko deep beam element[J].Journal of Traffic and Transportation Engineering,2004,4 (2):27-30:
[8]吴康雄,刘克明,杨金喜.基于频率法的索力测量系统[J].中国公路学报,2006,19(2):61-66.WU Kang-xiong,LIU Ke-ming,YANG Jin-xi.Measuring system of cable tension based on frequency method[J].China Journal of Highway and Transport,2006,19(2):61-66.
[9]韩万水,陈艾荣,胡晓伦.大跨度斜拉桥抖振时域分析理论实例验证及影响因素分析[J].土木工程学报,2006,39(6):66-71.HAN Wan-shui,CHEN Ai-rong,HU Xiao-lun.Verification of time-domain buffeting theory and analysis of influence factors for long-span cable-stayed bridges[J].China Civil Engineering Journal,2006,39(6):66-71.
[10]魏建东,刘忠玉.悬索桥结构分析中索鞍的精确模拟[J].工程力学,2006,23(7):114-118.WEI Jian-dong,LIU Zhong-yu.A sapple model in finite element analysis of suspension bridges[J].Engineering Mechanics,2006,23(7):114-118.
|
