[1] 严国敏.现代悬索桥[M].北京:人民交通出版社,2002.
YAN Guomin.Modern Suspension Bridge[M]. Beijing: China Communications Press, 2002.
[2] 沈锐利.悬索桥主缆系统设计及架设计算方法研究[J].土木工程学报,1996,29(2):3-9.
SHEN Ruili. Calculation method for design and erection of cable curve of suspension bridge[J].China Civil Engineering Journal, 1996, 29(2): 3-9.
[3] 徐君兰.大跨度桥梁施工控制[M].北京:人民交通出版社,2000.
XU Junlan.Long-Span Bridge Construction Control[M]. Beijing: China Communications Press, 2000.
[4] 刘家奎,罗浩,杜斌.钢桁梁悬索桥成缆阶段锚跨索力调整方法[J].重庆交通大学学报(自然科学版),2020,39(2):50-54.
LIU Jiakui, LUO Hao, DU Bin. Adjusting method for anchor-span cable force of steel truss suspension bridge in the cabling phase[J].Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(2): 50-54.
[5] 李小珍,强士中.悬索桥主缆空缆状态的线形分析[J].重庆交通学院学报,1999,18(3):7-13.
LI Xiaozhen, QIANG Shizhong. Geometric form analysis of suspension bridge free cable[J]. Journal of Chongqing Jiaotong Institute, 1999, 18(3): 7-13.
[6] 张永水,罗红,王祖华.温度对悬索桥空缆线形的影响分析[J].重庆交通学院学报,2005,24(6):21-24.
ZHANG Yongshui, LUO Hong, WANG Zuhua. The analysis of temperature influence on empty shape of suspension bridge[J]. Journal of Chongqing Jiaotong University, 2005, 24(6): 21-24.
[7] 范杰,熊邵辉.温度及跨径变化对悬索桥空缆线形的影响分析[J].湖南交通科技,2018,44(4):74-77.
FAN Jie, XIONG Shaohui. Analysis of the influence of temperature and span variation on the shape of suspension bridge empty cable[J].Hunan Communication Science and Technology, 2018, 44(4): 74-77.
[8] 张伟,张亮亮,钟宁.基于悬索桥主缆热物性参数试验的温度场研究[J].重庆交通大学学报(自然科学版),2016,35(1):1-4.
ZHANG Wei, ZHANG Liangliang, ZHONG Ning. Temperature field research based on main cable thermal parameters of suspension bridge[J].Journal of Chongqing Jiaotong University(Natural Science), 2016, 35(1): 1-4.
[9] 张胜利,戴李春,唐清东.清水河大桥桥塔预抬高和猫道架设过程中的允许偏位分析[J].公路交通科技(应用技术版),2017(6):245-247.
ZHANG Shengli, DAI Lichun, TANG Qingdong. Analysis of allowable deflection in the process of pre-elevation of Qingshuihe bridge tower and catwalkerection [J]. Highway Traffic Technology(Applied Technology Edition), 2017(6): 245-247.
[10] 邹威,宋神友,陈焕勇.深中通道伶仃洋大桥超高混凝土桥塔施工关键技术[J].桥梁建设,2020,50(6):97-103.
ZOU Wei, SONG Shenyou, CHEN Huanyong. Key construction techniques for ultra-high performance concrete pylon of Lingdingyang bridge on Shenzhen-Zhongshan link[J]. Bridge Construction, 2020, 50(6): 97-103.
[11] 国家市场监督管理总局,中国国家标准化管理委员会.桥梁缆索用热镀锌或锌铝合金钢丝:GB/T 17101—2019[S].北京:中国标准出版社,2019.
State Administration for Market Regulation, Standardization Administ-ration. Hot-Dip Zinc or Zinc-Aluminum Coated Steel Wires for Bridge Cables: GB/T 17101—2019[S]. Beijing: Standards Press of China, 2019.
[12] 许腾,张永水,曾熊.悬索桥施工误差对吊索长度的影响[J].重庆交通大学学报(自然科学版),2013,32(5):915-917.
XU Teng, ZHANG Yongshui, ZENG Xiong. Influence of construction error on suspender length of suspension bridges[J].Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(5): 915-917. |