参考文献/References:
[1]罗喜恒.复杂悬索桥施工过程精细化分析研究[D].上海:同济大学,2004.
[2]许世展,田亚林,贺拴海.无索鞍预偏施工悬索桥的主缆施工控制计算[J].公路交通科技,2007,24(2):91-93.
[3]刘毅,李爱群,缪长青.大跨悬索桥成桥状态初始构形及内力的确定方法[J]. 特种结构, 2006, 23(4):60-63.
[4]罗喜恒,肖汝诚,项海帆.基于精确解析解的索单元[J].同济大学学报:自然科学版,2005,33(4):445-450.
[5]王戒躁,钟继卫.大跨度悬索桥主缆线形主要参数的影响性分析[J].桥梁建设,2005,(3):21-24.
[6]潘永仁.悬索桥结构非线性分析理论与方法[M].北京:人民交通出版社,2004:56-83.
[7]Niels J G.缆索支承桥梁:概念与设计[M].纽约:约翰.威立出版社,1997:93-107(英文版).
[8]钱冬生.大跨悬索桥的设计与施工[M].成都:西南交通大学出版社,1999:1-6.
[9]严敏国.现代悬索桥[M].北京:人民交通出版社,2002:31-34.
[10]Gregor P W.悬索桥的初步设计[J].桥梁工程.2001,6(4):227-233(英文版).
[11]陈仁福.大跨悬索桥理论[M].成都:西南交通大学出版社,1994:13-15.
[12]项海帆.高等桥梁结构理论[M].北京:人民交通出版社,2001:309-311.
[1]LUO Xi-heng.Fine analysis of construction process of complex suspension bridges[D].Shanghai:Tongji University,2004 (in Chinese).
[2]XU Shi-zhan,TIAN Ya-lin,HE Shuan-hai.Calculation method of main cable system for suspension bridge based on zero saddle pre-bias[J].Journal of Highway and Transportation Research and Development,2007,24(2):91-93 (in Chinese).
[3]LIU Yi,LI Ai-qun,LIAO Chang-qing.A calculation method for initial configuration and internal force of completion state of long-span suspension bridge[J].Special Structure,2006,23(4):60-63 (in Chinese).
[4]LUO Xi-heng,XIAO Ru-cheng,XIANG Hai-fan.Cable element based on exact analytical expressions[J].Journal of Tongji University(Nature Science),2005,33(4):445-450 (in Chinese).
[5]WANG Jie-zao,ZHONG Ji-wei.Analysis of major parameters having influences on geometry of main cables of long-span suspension bridge[J].Bridge Construction,2005,(3):21-24 (in Chinese).
[6]PAN Yong-ren.Non-linear Analysis Theory Method for Suspension Bridge Structures[M].Beijing:China Communications Press,2004:56-83 (in Chinese).
[7]Niels J G.Cable Supported Bridges:Concept and Design[M].New York:John Wiley,1997:93-107.
[8]QIAN Dong-sheng.Design and Construction of Long Span Suspension Bridges[M].Chengdu:Press of Southwest Jiaotong University,1999:1-6 (in Chinese).
[9]YAN Min-guo.Modern Suspension Bridges[M].Beijing:China Communications Press,2002:31-34 (in Chinese).
[10]Gregor P W.Preliminary analysis of suspension bridges[J].Journal of Bridge Engineering,2001,6(4):227-233.
[11]CHEN Ren-fu.Theory of Long Span Suspension Bridges[M].Chengdu:Press of Southwest Jiaotong University,1994:13-15 in Chinese).
[12]XIANG Hai-fan.Higher Theory of Bridge Structures[M].Beijing:China Communications Press,2001:309-311 (in Chinese).
相似文献/References:
[1]程斌,肖汝诚.自锚式悬索桥主缆线形计算非线性规划方法[J].深圳大学学报理工版,2008,25(2):140.
CHENG Bin and XIAO Ru-cheng.Non-linear programming method for main cables configuration calculation of self-anchored suspension bridge[J].Journal of Shenzhen University Science and Engineering,2008,25(4):140.
[2]张力文,夏睿杰,肖汝诚,等.部分地锚式斜拉桥合理成桥状态二阶段确定法[J].深圳大学学报理工版,2012,29(No.1(001-094)):51.[doi:10.3724/SP.J.1249.2012.01051]
ZHANG Li-wen,XIA Rui-jie,XIAO Ru-cheng,et al.The two-stage method to determine the reasonable completed status of partially earth-anchored cable-stayed bridge[J].Journal of Shenzhen University Science and Engineering,2012,29(4):51.[doi:10.3724/SP.J.1249.2012.01051]