Technical Note
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10.3390/infrastructures9020030Bae, I. H. (2023) Structural Health Monitoring and Assessment of Yeongjong and Bangwha Bridges :2022 Analysis Report. New Airport Hiway Co., Ltd. (in Korean)
Bae, I. H. and Ha, K. H. (2004) Maintenance of Cables in the 3-Dimensional Self Anchored Suspension Bridge. KSSC Number 16-3 (in Korean)
Bae, I. H., Choi, B. K., Lee, C. Y., and Song, S. H. (2017) Management for Cable Band Bolts of Self-Ancjored Suspension Bridge in Use KSCE 2017 Convention, BEXCO, KSCE, 1,655-1,656 (in Korean)
Bae, I. H., Kim, S. K., Koh, H. M., and Lee, J. W. (2006) Signal Analysis from a Long-Term Bridge Monitoring System in Yeongjong Bridge. Journal of the Earthquake Engineering Society of Korea 10(6), 9-18.
10.5000/EESK.2006.10.6.009Deng, Z., Huang, M., Wan, N., and Zhang, J. (2023) The Current Development of Structural Health Monitoring for Bridges : A Review. Buildings 13(6).
10.3390/buildings13061360Hong, S. S. (2015) Guideline for Installation and Operation of Health Monitoring System for Cable Supported Bridges, KSCE 2015, 63(11), 25-29 (in Korean)
Lim, H. J., Kim, Y., Koo, G., Yang, S., Sohn, H., Bae, I. H., and Jang, J. H. (2016) Development and Field Application of a Nonlinear Ultrasonic Modulation Technique for Fatigue Crack Detection Without Reference Data From An Intact Condition. Smart Materials and Structures 25(9).
10.1088/0964-1726/25/9/095055Park, S. H., Jung, W. Y., Kim, H. W., and You, D. W. (2018) A Case Study on Axial Forces of Cable-band Bolts in Domestic Suspension Bridge. Journal of the Korea Institute for Structural Maintenance and Inspection 22(2), 001-007. (in Korean)
- Publisher :Korean Institute of Bridge and Structural Engineers
- Publisher(Ko) :한국교량및구조공학회
- Journal Title :Journal of Structure Research and Practice
- Journal Title(Ko) :한국교량및구조공학회 논문집
- Volume : 3
- No :2
- Pages :157-169
- Received Date : 2025-11-11
- Revised Date : 2025-11-12
- Accepted Date : 2025-11-13
- DOI :https://doi.org/10.22725/JSRP.2025.3.2.157


Journal of Structure Research and Practice






