Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
American Association of State Highway and Transportation Officials (AASHTO) (2012). AASHTO LRFD bridge design specifications, Washington.American Association of State Highway and Transportation Officials (AASHTO) (2012). AASHTO LRFD bridge design specifications, Washington.Google Search
2 
Bae, I. H. (2011). “Measurement analysis and management of special bridges.” Annual Seminar on the Operation and Maintenance of Cable-Supported Bridges in Korea, The New Airport Highway Corporation (in Korean).Bae, I. H. (2011). “Measurement analysis and management of special bridges.” Annual Seminar on the Operation and Maintenance of Cable-Supported Bridges in Korea, The New Airport Highway Corporation (in Korean).Google Search
3 
Bae, I. H., Choi, B. K. and Na, W. C. (2013). “Analysis of long-term behaviors and emergency measures of long span cable-supported bridge using the structural health monitoring system.” Proceedings of Korean Society of Civil Engineers 2013 Convention, pp. 876-879 (in Korean).Bae, I. H., Choi, B. K. and Na, W. C. (2013). “Analysis of long-term behaviors and emergency measures of long span cable-supported bridge using the structural health monitoring system.” Proceedings of Korean Society of Civil Engineers 2013 Convention, pp. 876-879 (in Korean).Google Search
4 
Gil, H. B., Park, J. C., Cho, J. S. and Jung, G. J. (2010). “Renovation of structural health monitoring system for Seohae Bridge.” Journal of the Transportation Research Board, No. 2201, pp. 131-138.10.3141/2201-15Gil, H. B., Park, J. C., Cho, J. S. and Jung, G. J. (2010). “Renovation of structural health monitoring system for Seohae Bridge.” Journal of the Transportation Research Board, No. 2201, pp. 131-138.DOI
5 
Kang, G. H. (2008). A study on the condition assessment method of bridge joints using long-term displacement measurement data, Master's Thesis, University of Seoul (in Korean).Kang, G. H. (2008). A study on the condition assessment method of bridge joints using long-term displacement measurement data, Master's Thesis, University of Seoul (in Korean).Google Search
6 
Kim, S. K., Koh, H. M., Lee, J. H. and Bae, I. H. (2006). “Signal analysis from a long-term bridge monitoring system in Yongjong Bridge.” Journal of the Earthquake Engineering Society of Korea, Vol. 10, No. 6, pp. 9-18.10.5000/EESK.2006.10.6.009Kim, S. K., Koh, H. M., Lee, J. H. and Bae, I. H. (2006). “Signal analysis from a long-term bridge monitoring system in Yongjong Bridge.” Journal of the Earthquake Engineering Society of Korea, Vol. 10, No. 6, pp. 9-18.DOI
7 
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2015). Final report on maintenance work of special bridges in national highway (in Korean). Korea Infrastructure Safety and Technology Corporation (KISTEC) (2015). Final report on maintenance work of special bridges in national highway (in Korean).Google Search
8 
Naoaki, S. (2003) “Long term monitoring in Akashi Kaikyo Bridge.” Bridge and Foundation, Vol. 37, No. 6, pp. 21-25 (in Japanese).Naoaki, S. (2003) “Long term monitoring in Akashi Kaikyo Bridge.” Bridge and Foundation, Vol. 37, No. 6, pp. 21-25 (in Japanese).Google Search
9 
Ni, Y. Q., Hua, X. G., Wong, K. Y. and Ko, J. M. (2007). “Assessment of bridge expansion joints using long-term displacement and temperature measurement.” Journal of Performance of Constructed Facilities, Vol. 21, No. 2, pp. 143-151.10.1061/(ASCE)0887-3828(2007)21:2(143)Ni, Y. Q., Hua, X. G., Wong, K. Y. and Ko, J. M. (2007). “Assessment of bridge expansion joints using long-term displacement and temperature measurement.” Journal of Performance of Constructed Facilities, Vol. 21, No. 2, pp. 143-151.DOI
10 
Park, J. C., Park, C. M. and Song, P. Y. (2004). “Evaluation of structural behaviors using full scale measurements on the Seo Hae Cable-stayed Bridge.” Journal of the Korean Society of Civil Engineers, Vol. 24, No. 2A, pp. 249-257 (in Korean).Park, J. C., Park, C. M. and Song, P. Y. (2004). “Evaluation of structural behaviors using full scale measurements on the Seo Hae Cable-stayed Bridge.” Journal of the Korean Society of Civil Engineers, Vol. 24, No. 2A, pp. 249-257 (in Korean).Google Search
11 
Park, J. H. (2015). The optimum design of expansion joints by long-term monitoring data for the Diamond Bridge, Master's Thesis, Pukyong National University (in Korean).Park, J. H. (2015). The optimum design of expansion joints by long-term monitoring data for the Diamond Bridge, Master's Thesis, Pukyong National University (in Korean).Google Search
12 
Xu, Y. L., Chen, B., Ng, C. L., Wong, K. Y. and Chan, W. Y. (2010). “Monitoring temperature effect on a long suspension bridge.” Structural Control and Health Monitoring, Vol. 17, No. 6, pp. 632-653. Xu, Y. L., Chen, B., Ng, C. L., Wong, K. Y. and Chan, W. Y. (2010). “Monitoring temperature effect on a long suspension bridge.” Structural Control and Health Monitoring, Vol. 17, No. 6, pp. 632-653.Google Search
13 
Zhou, Y. and Sun, L. (2014). “Temperature effects on performance of long-span cable-stayed bridges.” The 6th World Conference on Structural Control and Monitoring, Barcelona, Spain, pp. 432-444.Zhou, Y. and Sun, L. (2014). “Temperature effects on performance of long-span cable-stayed bridges.” The 6th World Conference on Structural Control and Monitoring, Barcelona, Spain, pp. 432-444.Google Search