[1] 李传习, 姚明, 柯红军. 空间缆索悬索桥倾斜母线索鞍设计位置的计算方法[J]. 中国公路学报, 2009, 22(5): 48-53.
LI Chuanxi, YAO Ming, KE Hongjun. Calculation method on lean busbar saddles position of suspension bridge with spatial cables[J].China Journal of Highway and Transport, 2009, 22(5): 48-53.
[2] 范杰. 大跨径非对称悬索桥主缆线形合理施工状态研究[D]. 重庆: 重庆交通大学, 2019.
FAN Jie.Study on Reasonable Construction State of Main Cable Shape of Long-Span Asymmetric Suspension Bridge [D]. Chongqing: Chongqing Jiaotong University, 2019.
[3] 唐茂林, 沈锐利, 强士中. 大跨度悬索桥丝股架设线形计算的精确方法[J]. 西南交通大学学报, 2001, 36(3): 303-307.
TANG Maolin, SHEN Ruili, QIANG Shizhong. An accurate calculation method for erecting curves of wire strands of long suspension bridges[J].Journal of Southwest Jiaotong University, 2001, 36(3): 303-307.
[4] 李传习. 现代悬索桥静力非线性理论与实践[M]. 北京: 人民交通出版社, 2014.
LI Chuanxi.Static Nonlinear Theory and Practice of Modern Suspension Bridge[M]. Beijing: China Communications Press, 2014.
[5] 姚明. 自锚式悬索桥主缆线形计算与分析[D]. 长沙: 长沙理工大学, 2008.
YAO Ming.Calculation and Analysis of Main Cable Shape of Self-Anchored Suspension Bridge[D]. Changsha: Changsha University of Science & Technology, 2008.
[6] 陈军, 霍剑雄. 山区悬索桥主索鞍预偏量计算方法探讨[J]. 黑龙江科技信息, 2010(21): 254.
CHEN Jun, HUO Jianxiong. Discussion on calculation method of pre-deflection of main cable saddle of suspension bridge in mountainous area[J]. Heilongjiang Science and Technology Information, 2010(21): 254.
[7] 邓小康. 悬索桥缆索系统解析计算的新方法及其应用[D]. 南宁: 广西大学, 2018.
DENG Xiaokang.A New Analytical Calculation Method for Cable System of Suspension Bridge and Its Application[D]. Nanning: Guangxi University, 2018.
[8] 王邵锐, 周志祥, 高燕梅, 等. 悬索桥索鞍预偏量的牛顿-拉斐森算法[J]. 中国公路学报, 2016, 29(1): 82-88.
WANG Shaorui, ZHOU Zhixiang, GAO Yanmei, et al. Newton-Raphson algorithm for pre-offsetting of cable saddle on suspension bridge[J]. China Journal of Highway and Transport, 2016, 29(1): 82-88.
[9] 邓小康, 张其. 考虑主、散索鞍耦合效应的索鞍预偏量改进算法[J]. 铁道学报, 2022, 44(1): 128-133.
DENG Xiaokang, ZHANG Qi. Improved algorithm for pre-offsetting of saddles considering coupling effect of tower and splay saddles[J]. Journal of the China Railway Society, 2022, 44(1): 128-133.
[10] 魏家乐. 自锚式悬索桥空缆线形计算方法研究[J]. 公路交通科技, 2016, 33(11): 93-98.
WEI Jiale. Study on calculation method of free cable shapefor self-anchored suspension bridge[J]. Journal of Highway and Transportation Research and Development, 2016, 33(11): 93-98.
[11] 齐东春. 大跨径悬索桥主缆精细化计算研究[D]. 成都: 西南交通大学, 2012.
QI Dongchun.Study on Fine Calculation of Main Cable of Long-Span Suspension Bridge [D]. Chengdu: Southwest Jiaotong University, 2012.
[12] 邓小康, 徐恭义. 一种悬索桥主缆计算的新方法[J]. 铁道学报, 2019, 41(5): 133-141.
DENG Xiaokang, XU Gongyi. New method for calculating main cable of suspension bridge[J].Journal of the China Railway Society, 2019, 41(5): 133-141.
[13] 邓小康,李小贝. 空间缆索悬索桥倾斜母线鞍座设计位置计算的改进方法[J]. 重庆交通大学学报(自然科学版),2023,42(2):8-12.
DENG Xiaokang, LI Xiaobei. Improved calculation method of leaning busbar saddles design position of suspension bridge with spatial cables[J]. Journal of Chongqing Jiaotong University(Natural Science), 2023, 42(2): 8-12.
[14] 邓小康,邓恒耀. 复合圆曲线散索鞍设计位置的改进算法[J]. 重庆交通大学学报(自然科学版),2021,40(11):101-105.
DENG Xiaokang, DENG Hengyao. Improved algorithm for design position of composite circular curve splay saddle[J].Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(11): 101-105.
[15] 唐茂林. 大跨度悬索桥空间几何非线性分析与软件开发[D]. 成都: 西南交通大学, 2003.
TANG Maolin.Spatial Geometric Nonlinear Analysis and Software Development of Long-Span Suspension Bridge [D]. Chengdu: Southwest Jiaotong University, 2003.
[16] ZHANG Wenming, ZOU Hanxu, CHANG Jiaqi, et al. Estimating design positions of suspension bridge tower saddles in the completed bridge state: An analytical approach[J]. Engineering Structures, 2024, 300: 117178.
[17] 甘祥. 空间缆索悬索桥主索鞍构型与力学特性研究[D]. 成都: 西南交通大学, 2019.
GAN Xiang. Study on Configuration and Mechanical Characteristics of Main Cable Saddle of Space Cable Suspension Bridge [D]. Chengdu: Southwest Jiaotong University, 2019. |