Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

Journal Search

  1. Home
  2. All Issues
  3. 2025-08 (Vol.29 No.4)
  4. 10.11112/jksmi.2025.29.4.43
XML PDF INFO REF

References

1 
Brownjohn, J. M. W., Xia, P. Q., Hao, H., and Xia, Y. (2001), Civil structure condition assessment by FE model updating: methodology and case studies, Finite Elements in Analysis and Design, 37, 761-775.DOI
2 
Chopra, A. K., (2018), DYNAMICS OF STRUCTURES: Theory and Applications to Earthquake Engineering, 5th ed., Chapter 5 Numerical Analysis of Dynamic Response, 181-214, Chapter 11.4.1 Rayleigh Damping, 503-506.URL
3 
Commentary on the Design Standards for Highway Bridges (Limit State Design Method) - Cable Supported Bridges (2018), 8.8.2 Design Damping Ratio, 8-15 (in Korean).URL
4 
Design Guidelines for Cable-Supported Steel Bridges (2006), Korean Society of Civil Engineers(KSCE), Chapter 4: Design Methods and Allowable Stresses, 41 (in Korean).URL
5 
Friswell, M. I., and Mottershead, J. E. (1995), Finite element model updating in structural dynamics, Kluwer Academic, BostonURL
6 
Jaishi, B., and Ren, W. X. (2005), Structural finite element model updating using ambient vibration test results, Journal of Structural Engineering, 131(4), 617-628.DOI
7 
Jun, D. H., and Kang, H. G. (2006), Generation of Artificial Earthquake Wave Compatible with Design Spectrum and Its Response Characteristics, Journal of the Architectural Institute of Korea, AIK., 22(5), 121-128 (in Korean).URL
8 
Korea Construction Standards Center (2018), Seismic Design Standard, KCSC, KDS 17 10 00 (in Korean).URL
9 
Korea Meteorological Administration (KMA) (2025), Domestic Earthquake Statistics Service, Korea Meteorological Administration, Seoul, Korea, available at: https://www.kma.go.kr/neng/earthqua-ke/earthquake-korea.do (accessed June 24, 2025) (in Korean).URL
10 
Long-span Bridge Management Center (LOBMAC)(2025), Korea Authority of Land Infrastructure and Safety (KALIS) (in Korean).URL
11 
Ministry of the Interior and Safety (MOIS) (2023), Installation and Operation Standards for Earthquake Accelerometers under the Act on Measures against Earthquakes and Volcanic Disasters, Ministry of the Interior and Safety, Articles 22 (Methods of Seismic Acceleration Measurement, etc.), Appendix 13, 23-24 (in Korean).URL
12 
Newmark, N. M. (1959), A Method of Computation for Structural Dynamics, Journal of the Engineering Mechanics Division, ASCE, 67-94.DOI
13 
Nie, Y., Zhang, Z., Zeng, J., and Han, F., Analysis of buffeting response and stay cable fatigue damage in super-long-span carbon fiber-reinforced polymer (CFRP) cable-stayed bridges, Applied Sciences, 15(10), Article ID 5267DOI
14 
Park, W. J., Park, S. W., Park, S. H., and You, D. W. (2019), A Model Updating of Offshore Concrete Cable-stayed Bridge Dynamic Data, Proceedings of the Korea Concrete Institute Conference, KCI, 31(1), 95-96 (in Korean).URL
15 
Park, W. J. (2023), A Case of Load-carrying Capacity Evaluation Based on the Updating FEM-Model : Steel Orthotropic Deck Bridge, Proceedings of the Korea Concrete Institute Conference, KCI, 35(2), 165-166 (in Korean).URL
16 
Park, W. J. (2025), Time History Analysis of Marine Steel- composite Cable Stayed Bridge, Proceedings of the Korean Society for Structural Maintenance and Inspection, KSMI, 29(1), 90 (in Korean).URL
17 
Seed, A. F. K., Ahmed, H. H., Abdel Raheem, S. E., and Abdel Shafy, Y. (2013), Dynamic Non-Linear Behaviour of Cable- Stayed Bridges Under Seismic Loading, Life Science Journal, 10(4), 3725-3741.URL
18 
Shin, Y. U., Hong, K. N., Kwon, Y. M., and Yeon, Y. M. (2020), “Seismic Fragility Assessment of Main Components in Two- Pylon Concrete Cable-Stayed Bridge,” Journal of the Korea Institute for Structural Maintenance and Inspection, 24(4), 26-37 (in Korean).DOI
19 
Yang, D. C., Xiang, H. F., and Ge, Y. J. (2012), Influences of local cable vibrations on flutter behaviours of cable-stayed bridges, Engineering Structures, 40, 19-27.URL
20 
Zhang, C., Lu, J., Zhou, Z., Yan, X., Xu, L., and Lin, J. (2021), Lateral Seismic Fragility Assessment of Cable-Stayed Bridge with Diamond-Shaped Concrete Pylons, Shock and Vibration, 2021, Article ID 2847603.DOI