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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. 2019-03 (Vol.23 No.2)
  4. 10.11112/jksmi.2019.23.2.67
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1. 
SAP2000 (2015)
2. 
Hong, S., Park, K. H., Roh, H. (2017), Effect of the Number of Vehicle Moving Load Axles on Peak Impact Factor and Response Factors of Simply Supported Bridges. Journal of Korea Society of Hazard Mitigation, 17(5), 233-240 (in Korean).DOI
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Korea Road & Transportation Association (KRTA) (2010), Korean bridge design specifications (in Korean).Google Search
4. 
Lee, H., Roh, H., Park, K. H. (2016), Load Carrying Capacity Evaluation of Single Span Bridge using Impact Factor Response Spectrum. Journal of the Korea Academia-Industrial, 17(12), 730-736 (in Korean).DOI
5. 
Lee, J. H., Han, S. H., Shin, J. C. (2009), The Examination of Load Carrying Capacity Based on Existing Data for Improved Safety Assessment Method of Expressway Bridges. Journal of Korea Society of Civil Engineering, 29(6), 597-605 (in Korean).Google Search
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Roh, H., Ryu, M., Park, K. H. (2015)DOI
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Yang, Y. B., Yau, J. D., Wu, Y. S. (2004), Vehicle-bridge Interaction Dynamics. World Scientific Publishing, Singapore.DOI