Abstract
The cable force measurement of cable-stayed bridges plays a vital role in their design, construction, operation, and maintenance and even throughout their entire life cycle. It is the key to ensuring the safe construction, precise forming, and long-term stable operation of cable-stayed bridges. To improve the efficiency of cable force measurement for cable-stayed bridges, this paper proposed a cable force measurement method for them based on 3D laser point cloud, referred to as the cable shape method. The cylindrical fitting method based on the random sample consensus (RANSAC ) algorithm was used to fit the segments, and the influence of the fitting length on cable force calculation was analyzed. The newly-built Zhenchuan Bridge in Kunshan was taken as the experimental object, and the cable force measurement results were compared with those of the traditional jack oil pressure method and frequency method. The results show that the cable force measurement method based on 3D laser point cloud greatly improves the efficiency of cable force measurement, and its measurement accuracy also meets the requirements. It provides a new approach for cable force measurement and online monitoring of cable-stayed bridges.
Publication Date
10-29-2026
DOI
10.14048/j.issn.1671-2579.2026.05.014
First Page
136
Last Page
144
Submission Date
October 2026
Recommended Citation
Tilang, Zhang; Kaizhe, Shang; Junsong, Xu; Tong, Zhou; Tingjie, Liu; Wen, Xiong; Xiaodong, Song; and Xiao, Wang
(2026)
"Cable force measurement method for cable-stayed bridges based on 3D laser point cloud,"
Journal of China & Foreign Highway: Vol. 46:
Iss.
5, Article 14.
DOI: 10.14048/j.issn.1671-2579.2026.05.014
Available at:
https://zwgl1980.csust.edu.cn/journal/vol46/iss5/14
Reference
[1]陈明宪.斜拉桥的发展与展望 [J].中外公路,2006,26(4):76-86.Chen Mingxian.Development and prospect of cable-stayed bridges [J].Journal of China & Foreign Highway,2006,26(4):76-86.
[2]梁鹏,肖汝诚,张雪松.斜拉桥索力优化实用方法 [J].同济大学学报 (自然科学版 ),2003,31(11):1270 -1274.Liang Peng,Xiao Rucheng,Zhang Xuesong.Practical method of optimization of cable tensions for cable-stayed bridges [J].Journal of Tongji University (Natural Science ),2003,31(11):1270 -1274.
[3]王晟,颜东煌,宁平华,等.确定钢桁梁斜拉桥合理施工阶 段 索 力 的 索 长 迭 代 法 [J].中 外 公 路,2019,39(3):68-72.Wang Sheng,Yan Donghuang,Ning Pinghua,et al.Cable-length-iteration method for evaluating rational cable force during construction of cable-stayed bridges with steel truss-girders [J].Journal of China & Foreign Highway,2019,39(3):68-72.
[4]徐郁峰,朱梦阳,陈斯,等.序列二次规划方法在斜拉桥索 力 调 整 中 的 应 用 研 究 [J].中 外 公 路,2024,44(4):148-155.Xu Yufeng,Zhu Mengyang,Chen Si,et al.Application of sequential quadratic programming method in cable force adjustment of cable-stayed bridges [J].Journal of China & Foreign Highway,2024,44(4):148-155.
[5]张才,胡家锴,唐睿楷.OpenSeesPy 融合信赖域优化算法的斜拉桥索力优化方法 [J].中外公路,2026,46(4):194-201.Zhang Cai,Hu Jiakai,Tang Ruikai.Method for optimizing cable forces of cable-stayed bridges by integrating OpenSeesPy with trust-region optimization algorithm [J].Journal of China & Foreign Highway,2026,46(4):194-201.
[6]邓达,何博文,刘国坤.基于 RBFNN+ 改进粒子群算法的大跨度斜拉桥索力优化研究 [J].中外公路,2025,45(6):180-188.Deng Da,He Bowen,Liu Guokun.Research on cable force optimization of long-span cable-stayed bridges based on RBFNN+Improved particle swarm optimization algorithm [J].Journal of China & Foreign Highway,2025,45(6):180-188.
[7]颜东煌.斜拉桥合理设计状态确定与施工控制 [D].长沙:湖南大学,2001.Yan Donghuang.Determining of reasonable design states and construction controlling of cable-stayed bridges [D].Changsha:Hunan University,2001.
[8]吴甜宇,李涛.交变应力与环境耦合作用下拉索腐蚀疲劳损伤机理研究 [J].公路,2015,60(4):104-109.Wu Tianyu,Li Tao.Damage and failure mechanism of the stayed-cable with corrosion fatigue under alternating stress and environmental coupling [J].Highway,2015,60(4):104-109.
[9]杨光琦.斜拉桥拉索损伤以及断索对桥梁的影响 [D].重庆:重庆交通大学,2014.Yang Guangqi.The effect of damaged and broken cables on the stayed-bridge [D].Chongqing:Chongqing Jiaotong University,2014.
[10]秦伟亮,孙宗光,曲翔雨,等.基于索力损伤向量的斜拉桥结构损伤识别 [J].中外公路,2021,41(2):77-82.Qin Weiliang,Sun Zongguang,Qu Xiangyu,et al.Damage identification of cable-stayed bridge structures based on cable force damage vectors [J].Journal of China & Foreign Highway,2021,41(2):77-82.
[11]曾有艺,杜家锐,张家滨,等.基于移动车辆荷载作用下锚固点振动响应结合机器学习的斜拉索损伤识别研究[J].中外公路,2026,46(1):177-187.Zeng Youyi,Du Jiarui,Zhang Jiabin,et al.Identification of cable-stayed bridge damage based on anchor point vibrations caused by moving vehicle loads and through machine learning [J].Journal of China & Foreign Highway,2026,46(1):177-187.
[12]Casas J R.A combined method for measuring cable forces:The cable-stayed alamillo bridge,Spain [J].Structural Engineering International,1994,4(4):235-240.
[13]Geier R,De Roeck G,Petz J.Cable force determination for the Danube channel bridge in Vienna [J].Structural Engineering International,2005,15(3):181-185.
[14]任伟新,陈刚.由基频计算拉索拉力的实用公式 [J].土木工程学报,2005,38(11):26-31.Ren Weixin,Chen Gang.Practical formulas to determine cable tension by using cable fundamental frequency [J].China Civil Engineering Journal,2005,38(11):26-31.
[15]赵雪峰,丁言兵,韩瑞聪,等.基于智能手机的无线索力测量方法 [J].振动与冲击,2016,35(18):147-151,171.Zhao Xuefeng,Ding Yanbing,Han Ruicong,et al.Smartphone-based wireless cable tension measurement method [J].Journal of Vibration and Shock,2016,35(18):147-151,171.
[16]王翔,潘中明,王波.基于雷达的斜拉索索力非接触遥测技术研究 [J].世界桥梁,2019 (3):49-53.Wang Xiang,Pan Zhongming,Wang Bo.Study of non-contact remote cable force testing techniques based on radar [J].World Bridges,2019 (3):49-53.
[17]葛俊颖,苏木标,李文平.一种测量斜拉桥拉索索力新方法:垂度法 [J].中国铁道科学,2018,39(4):63-70.Ge Junying,Su Mubiao,Li Wenping.A new method for measuring cable tension of cable-stayed bridge:Cable sag method [J].China Railway Science,2018,39(4):63-70.
[18]施洲,张同卓,苏朋飞,等.基于无人机载激光雷达空间线形扫描的斜拉索索力测试 [J].铁道学报,2025,47(2):172-180.Shi Zhou,Zhang Tongzhuo,Su Pengfei,et al.Measurement of cable force based on spatial shape scanning using UAV airborne LiDAR [J].Journal of the China Railway Society,2025,47(2):172-180.
[19]苏强,胡家锴,唐睿楷,等.基于稳定图原理的斜拉桥索力识别研究 [J].公路,2025,70(3):180-185.Su Qiang,Hu Jiakai,Tang Ruikai,et al.Research on cable tension identification of cable-stayed bridges based on stabilization diagram principle [J].Highway,2025,70(3):180-185.
[20]单德山,张潇,顾晓宇,等.基于多层感知深度学习的大跨度斜拉桥索力调整 [J].桥梁建设,2021,51 (1):14-20.Shan Deshan,Zhang Xiao,Gu Xiaoyu,et al.Cable force adjustment of long-span cable-stayed bridge based on multi-layer perceptron deep learning [J].Bridge Construction,2021,51(1):14-20.
[21]朱利明,陈沁宇,刘大帅.基于综合优化法的矮塔斜拉桥成桥索力优化 [J].世界桥梁,2024,52(2):88-93.Zhu Liming,Chen Qinyu,Liu Dashuai.Stay cable tension optimization for completed extradosed bridge based on comprehensive optimization method [J].World Bridges,2024,52(2):88-93.[22]韩明洋,王教才,刘越,等.微波索力测量及其在斜拉桥施工控制中的应用 [J].公路,2022,67(7):146-150.Han Mingyang,Wang Jiaocai,Liu Yue,et al.Microwave cable force measurement and its application in cable-stayed bridge construction control [J].Highway,2022,67(7):146-150.
[23]周银,黄梓恒,王玥,等.基于激光扫描实测索形的斜拉索 索 力 测 量 方 法 [J].中 国 公 路 学 报,2021,34(12):91-103.Zhou Yin,Huang Ziheng,Wang Yue,et al.Measurement method of stay cable force based on measured cable shape using laser scanning [J].China Journal of Highway and Transport,2021,34(12):91-103.
[24]李乾坤.悬索桥缆索线形基本理论及计算方法 [J].市政技术,2019,37(4):95-98,103.Li Qiankun.Analysis of basic theory and calculation method of cable line shape of suspension bridge [J].Municipal Engineering Technology,2019,37(4):95-98,103.
[25]官快,徐德志.一种斜拉桥全桥拉索线形参数快速计算方法 [J].中外公路,2021,41(6):178-183.Guan Kuai,Xu Dezhi.A fast calculation method of cables linear parameters in cable-stayed bridge [J].Journal of China & Foreign Highway,2021,41(6):178-183.