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Journal of the Korea Concrete Institute

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

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  3. 2025-10 (Vol.29 No.5)
  4. 10.11112/jksmi.2025.29.5.58
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References

1 
Kim, H. J., Cho, S. J., and Sim, S. H. (2015), Finite element model updating based on data fusion of acceleration and angular velocity, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(2), 60-67 (in Korean).DOI
2 
Kim, S., Koo, K. Y., and Lee, J. J. (2016), Laboratory validation of bridge finite model updating approach by static load input/ deflection output measurements (2016), Journal of the Korea Institute for Structural Maintenance and Inspection, 20(3), 10-17 (in Korean).DOI
3 
Lee, C. G., Lee, W. T., Cho, S. J. Yun, C. B., and Lee, J. H. (2005), Evaluation of load carrying capacity of bridges on test road section in highway, Proceedings of the Korean Society of Civil Engineers Conference, 2864-2867 (in Korean).URL
4 
Lee, H. H., and Jeon, J. C. (2024), Improvement of field load test based upon response characteristics of PSC girder bridges, Proceedings of the Korea Institute for Structural Maintenance and Inspection Conferences, 28(2), 227 (in Korean).URL
5 
MOLIT, and KALIS (2024), Specific Guidelines on the Safety Control and Maintenance of Establishments (Inspection/Diagnosis, Bridge) (in Korean).URL
6 
Yoon, S. G., and Shin, S. (2019), Evaluation of bridge load carrying capacity of PSC girder bridge using pseudo-static load test, Journal of the Korea Institute for Structural Maintenance and Inspection, 23(4), 53-60 (in Korean).DOI
7 
Yu, Y. R., Yu, H., Ann, H. J., and Lee, J. J. (2024), Study on finite model updating of bridge considering the continuity of PSC girder bridges, Journal of the Korea Institute for Structural Maintenance and Inspection, 28(6), 39-48 (in Korean).DOI