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American Association of State Highway and Transportation Officials (AASHTO) (2005). Manual for condition evaluation and load and resistance factor rating(LRFR) of highway bridges.American Association of State Highway and Transportation Officials (AASHTO) (2005). Manual for condition evaluation and load and resistance factor rating(LRFR) of highway bridges.Google Search
2 
Chang, D. I., Lee, H. H. and Eum, Y. H. (1988). “A study on statistical analysis of load carrying capacity of steel bridges.” Journal of Korea Society of Civil Engineers, KSCE, Vol. 8, No. 1, pp. 41-48 (in Korean).Chang, D. I., Lee, H. H. and Eum, Y. H. (1988). “A study on statistical analysis of load carrying capacity of steel bridges.” Journal of Korea Society of Civil Engineers, KSCE, Vol. 8, No. 1, pp. 41-48 (in Korean).Google Search
3 
Cho, S. J., Yi, J. H, Lee, C. G. and Yun, J. B. (2007). “Evaluation of load carrying capacity of bridges using ambient vibration tests.” Journal of Korea Society of Civil Engineers, KSCE, Vol. 27, No. 1A, pp. 79-89 (in Korean).Cho, S. J., Yi, J. H, Lee, C. G. and Yun, J. B. (2007). “Evaluation of load carrying capacity of bridges using ambient vibration tests.” Journal of Korea Society of Civil Engineers, KSCE, Vol. 27, No. 1A, pp. 79-89 (in Korean).Google Search
4 
Hwang, E. S. and Nowak, A. S. (1991). “Simulation of dynamic load for bridges.” Journal of Structural Engineering, ASCE, Vol. 117, No. 5, pp. 1413-1434.10.1061/(ASCE)0733-9445(1991)117:5(1413)Hwang, E. S. and Nowak, A. S. (1991). “Simulation of dynamic load for bridges.” Journal of Structural Engineering, ASCE, Vol. 117, No. 5, pp. 1413-1434.DOI
5 
Kim, D. Y., Kyung, K. S., Jeon, J. C., Lee, H. H. and Chang, D. I. (1999). “A reformed rating method for highway bridges based on statistical analysis of existing data.” Journal of Korea Society of Civil Engineers, KSCE, Vol. 19, No. I-6, pp. 847-857 (in Korean).Kim, D. Y., Kyung, K. S., Jeon, J. C., Lee, H. H. and Chang, D. I. (1999). “A reformed rating method for highway bridges based on statistical analysis of existing data.” Journal of Korea Society of Civil Engineers, KSCE, Vol. 19, No. I-6, pp. 847-857 (in Korean).Google Search
6 
Koo, B. K., Shin, J. I. and Lee, S. S. (2001). “An improvement for determining response modification factor in bridge load rating.” Journal of Korea Institute for Structural Maintenance and Inspection, KSMI, Vol. 5, No. 1, pp. 169-175 (in Korean).Koo, B. K., Shin, J. I. and Lee, S. S. (2001). “An improvement for determining response modification factor in bridge load rating.” Journal of Korea Institute for Structural Maintenance and Inspection, KSMI, Vol. 5, No. 1, pp. 169-175 (in Korean).Google Search
7 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (1997, 2003, 2009). L Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (1997, 2003, 2009). L Bridge In-depth safety inspection report (in Korean).Google Search
8 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (1997, 2003, 2013). G Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (1997, 2003, 2013). G Bridge In-depth safety inspection report (in Korean).Google Search
9 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2002, 2005, 2010). J Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2002, 2005, 2010). J Bridge In-depth safety inspection report (in Korean).Google Search
10 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2002, 2006). H Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2002, 2006). H Bridge In-depth safety inspection report (in Korean).Google Search
11 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2002, 2006, 2011). I Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2002, 2006, 2011). I Bridge In-depth safety inspection report (in Korean).Google Search
12 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2002, 2006, 2011). K Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2002, 2006, 2011). K Bridge In-depth safety inspection report (in Korean).Google Search
13 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008). D Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008). D Bridge In-depth safety inspection report (in Korean).Google Search
14 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008, 2013). F Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008, 2013). F Bridge In-depth safety inspection report (in Korean).Google Search
15 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008, 2014). A Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008, 2014). A Bridge In-depth safety inspection report (in Korean).Google Search
16 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008, 2014). B Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008, 2014). B Bridge In-depth safety inspection report (in Korean).Google Search
17 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008, 2014). C Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2003, 2008, 2014). C Bridge In-depth safety inspection report (in Korean).Google Search
18 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2004, 2009). E Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2004, 2009). E Bridge In-depth safety inspection report (in Korean).Google Search
19 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2004, 2009). M Bridge In-depth safety inspection report (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2004, 2009). M Bridge In-depth safety inspection report (in Korean).Google Search
20 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2010). Detailed guidance of safety inspection and in-depth safety inspection in Korea (in Korean).Korea Infrastructure Safety and Technology Corporation (KISTEC) (2010). Detailed guidance of safety inspection and in-depth safety inspection in Korea (in Korean).Google Search
21 
Korea Institute of Civil Engineering and Building Technology (KICT) (2002). Manual for load carrying capacity of highway bridgess (in Korean).Korea Institute of Civil Engineering and Building Technology (KICT) (2002). Manual for load carrying capacity of highway bridgess (in Korean).Google Search
22 
Lee, C. S. and Yoon, I. S. (2002). “Investigation and evaluation on performance of durability for freeway concrete viaducts in seoul metropolitan area.” Journal of Korean Society of Hazard Mitigation, KOSHAM, Vol. 2, No. 1, pp. 143-152 (in Korean).Lee, C. S. and Yoon, I. S. (2002). “Investigation and evaluation on performance of durability for freeway concrete viaducts in seoul metropolitan area.” Journal of Korean Society of Hazard Mitigation, KOSHAM, Vol. 2, No. 1, pp. 143-152 (in Korean).Google Search
23 
Lee, J. H., Han, S. H. and 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 Engineers, KSCE, Vol. 29, No. 6A, pp. 597-605 (in Korean).Lee, J. H., Han, S. H. and 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 Engineers, KSCE, Vol. 29, No. 6A, pp. 597-605 (in Korean).Google Search
24 
O’Conner, C. and Prichard, R. W. (1985). “Impact studies on small composite girder bridge.” Journal of Structural Engineering, ASCE, Vol. 111, No. 3, pp. 641-653.10.1061/(ASCE)0733-9445(1985)111:3(641)O’Conner, C. and Prichard, R. W. (1985). “Impact studies on small composite girder bridge.” Journal of Structural Engineering, ASCE, Vol. 111, No. 3, pp. 641-653.DOI