Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Daewoo Institute of Construction Technology (2017). Wind Safety Investigation Report of Baebang Bridge on Asan-Cheonan Zone 3 (in Korean).
2 
Fransos, D. and Bruno, L. (2010). “Edge degree-of-sharpness and free-stream turbulence scale effects on the aerodynamics of a bridge deck.” Journal Wind Eng. Ind. Aerodyn., Vol. 98, pp. 661-671. 10.1016/j.jweia.2010.06.008DOI
3 
Han, Y., Chen, H., Cai, C. S., Xu, G., Shen, L. and Hu, P. (2016). “Numerical analysis on the difference of drag force coefficients of bridge deck sections between the global force and pressure distribution methods.” Journal Wind Eng. Ind. Aerodyn., Vol. 159, pp. 65-79. 10.1016/j.jweia.2016.10.004DOI
4 
Korea Institute of Bridge and Structural Engineers·Bridge Design Core Technology Research Group (2015). Highway Bridge Design Code(Limit State Design) and Commentary (in Korean).
5 
Mannini, C., Soda, A. and Schewe, G. (2010). “Unsteady RANS modelling of flow past a rectangular cylinder: Investigation of Reynolds number effects.” Computers and Fluids, Vol. 39, No. 9, pp. 1609-1624. 10.1016/j.compfluid.2010.05.014DOI
6 
MIDAS NFX (2017). CFD User’s Manual, MIDAS.
7 
Miranda, S., Patruno, L., Ricci, M. and Ubertini, F. (2015). “Numerical study of a twin box bridge deck with increasing gap ratio by using RANS and LES approaches.” Engineering Structures, Vol. 99, No. 15, pp. 546-558. 10.1016/j.engstruct.2015.05.017DOI
8 
Myeong, H. G. (2012). CFD, Munundang (in Korean).
9 
Sarwar, M. W., Ishihara, T., Shimada, K., Yamasaki, Y. and Ikeda, T. (2008). “Prediction of aerodynamic characteristics of a box girder bridge section using the LES turbulence model.” Journal Wind Eng. Ind. Aerodyn., Vol. 96, pp. 1895-1911. 10.1016/j.jweia.2008.02.015DOI