In this case, for PSC Box girder bridge of representative bridge types at the Honam high-speed railway section to need in-depth analysis of the dynamic behavior of the structures in high-speed driving and the monitoring system require to check correct behavior of the actual status of high-speed railway bridge, the dynamic behavior of the bridge was analyzed to HEMU-430X load. According to the high-speed driving test, the main behavior was monitored and analyzed.

• 신의철(성균관대학교, 건설환경시스템공학과, 석사과정) | Shin, Ui Cheol
• 최병진(성균관대학교, 글로벌건설엔지니어링학과, 석사과정) | Choi, Byung Jin
• 송병근(성균관대학교, 초장대교량학과, 석사수료) | Song, Byung geun
• 최진웅(성균관대학교, 건설환경시스템공학과, 박사과정) | Choi, Jin Woong
• 박선규(성균관대학교, 건설환경시스템공학과, 정교수) | Park, Sun-kyu