journal article·2026-07-03

Tension estimation for cross-linked cables based on vibration frequencies with a dynamic stiffness approach

Pao-Yin Chung, Hsuan Chen, Yu-Hsiang Lin, Chih-Peng Yu

Publisher page

Abstract

Using vibration measurements to determine tension forces is a well-established technique for diagnosing tensioned slender members. Traditional approaches are unsuitable for cables attached to transverse fasteners or intersect clamps. Therefore, the assessment process for linked cables generally requires unlocking and reconnecting the fasteners and clamps during vibration tests. This paper introduces an integrated idea of using single vibration measurements with simple analytical models to develop a practical scheme to estimate the tension of individual members for cross-linked cables. The development of the method relies on using simple dynamic stiffness formulas of the string model such that iterative approximations or optimised searching with numerical coding can be effectively executed for both the backward estimation and forward verification stages of the assessment procedure. The effectiveness of the proposed methodology has been numerically studied and verified with selected data from field tests. The procedure can provide a better on-site tool for the vibration tests of fastener-restrained suspenders and cross-linked cables.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Structural Health Monitoring Techniques · Vibration and Dynamic Analysis · Structural Engineering and Vibration Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

National Chung Hsing University

Funding

National Science and Technology Council

References (47)

Show source-provided references
1. 10.1016/j.autcon.2024.10576710.1016/j.autcon.2024.105767 ↗
2. 10.1155/2023/969136310.1155/2023/9691363 ↗
3. 10.1016/j.ndteint.2017.02.00210.1016/j.ndteint.2017.02.002 ↗
4. 10.1016/j.measurement.2020.10834310.1016/j.measurement.2020.108343 ↗
5. 10.12989/sss.2013.12.3_4.46510.12989/sss.2013.12.3_4.465 ↗
6. 10.1002/cepa.216610.1002/cepa.2166 ↗
7. 10.1007/978-3-030-91877-4_9110.1007/978-3-030-91877-4_91 ↗
8. 10.1142/S021945542250036510.1142/S0219455422500365 ↗
9. 10.1016/j.measurement.2024.11421410.1016/j.measurement.2024.114214 ↗
10. 10.1016/j.measurement.2015.07.03710.1016/j.measurement.2015.07.037 ↗
11. 10.12989/sem.2015.56.6.93910.12989/sem.2015.56.6.939 ↗
12. 10.1016/j.engstruct.2023.11605610.1016/j.engstruct.2023.116056 ↗
13. 10.1016/j.jsv.2013.03.01810.1016/j.jsv.2013.03.018 ↗
14. 10.1016/j.ymssp.2023.11086710.1016/j.ymssp.2023.110867 ↗
15. 10.1016/j.measurement.2024.11514710.1016/j.measurement.2024.115147 ↗
16. 10.1016/j.measurement.2016.02.05310.1016/j.measurement.2016.02.053 ↗
17. 10.1007/s13349-015-0115-x10.1007/s13349-015-0115-x ↗
18. 10.1177/146134841881376010.1177/1461348418813760 ↗
19. 10.1061/(ASCE)BE.1943-5592.000020010.1061/(ASCE)BE.1943-5592.0000200 ↗
20. 10.1061/(ASCE)0733-9445(1998)124:11(1313)10.1061/(ASCE)0733-9445(1998)124:11(1313) ↗
21. Huang YH, Fu JY, Wang RH, et al. Practical formula to calculate tension of vertical cable with hinged-fixed conditions based on vibration method. J Vibroeng. 2014;16(2):997–1009.
22. Irvine HM. Cable structures. Cambridge: MIT Press; 1981.
23. 10.1061/(ASCE)0733-9445(1986)112:1(139)10.1061/(ASCE)0733-9445(1986)112:1(139) ↗
24. 10.1016/j.engstruct.2020.11112110.1016/j.engstruct.2020.111121 ↗
25. 10.1016/j.engstruct.2018.03.07010.1016/j.engstruct.2018.03.070 ↗
26. 10.1007/978-3-031-39109-5_3410.1007/978-3-031-39109-5_34 ↗
27. 10.1007/s13349-022-00548-610.1007/s13349-022-00548-6 ↗
28. 10.21660/2022.97.323510.21660/2022.97.3235 ↗
29. 10.1016/j.engstruct.2020.11169110.1016/j.engstruct.2020.111691 ↗
30. 10.1155/2024/425499810.1155/2024/4254998 ↗
31. 10.1002/stc.275510.1002/stc.2755 ↗
32. 10.1016/j.jsv.2020.11576910.1016/j.jsv.2020.115769 ↗
33. 10.2749/10168669478060190810.2749/101686694780601908 ↗
34. 10.1017/978131676140310.1017/9781316761403 ↗
35. 10.1111/j.1467-8667.2007.00484.x10.1111/j.1467-8667.2007.00484.x ↗
36. 10.1061/(ASCE)0733-9399(1991)117:12(2815)10.1061/(ASCE)0733-9399(1991)117:12(2815) ↗
37. 10.1016/S0141-0296(01)00044-X10.1016/S0141-0296(01)00044-X ↗
38. 10.1016/j.jsv.2008.02.04810.1016/j.jsv.2008.02.048 ↗
39. 10.12989/eas.2012.3.3_4.27110.12989/eas.2012.3.3_4.271 ↗
40. Yu CP. Development of an innovative assessment scheme for cables subjected to effects due to sags rigidity inclination and various support conditions: applications of the enhanced multi-frequency methodology. Rep no. 105-2221-E-005-013. Taiwan: Ministry of Science and Technology; 2018.
41. Yu CP, Roesset JM. Dynamic stiffness matrices for linear members with distributed mass. Tamkang J Sci Eng. 2001;4(4):253–264.
42. 10.1117/12.88034610.1117/12.880346 ↗
43. Chen H. Preliminary study on the applicability of simple analytical models of cross-connected cables to the determination of cable forces [masters’ thesis]. Taiwan: National Chung-Hsing University; 2023.
44. Chung PY. Study on methodology developed for tension analysis of cross-linked cables based on vibration theory [masters’ thesis]. Taiwan: National Chung-Hsing University; 2024.
45. Leet KM, Uang CM. Fundamentals of structural analysis. (NY): McGraw Hill; 2003.
46. 10.1016/j.ymssp.2023.11039710.1016/j.ymssp.2023.110397 ↗
47. 10.1177/107754630809610710.1177/1077546308096107 ↗