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NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.36 no.11, 2020년, pp.83 - 95
정현석 (한국철도기술연구원 첨단인프라연구팀) , 이명재 (한국철도기술연구원 철도구조연구팀) , 유민택 (한국철도기술연구원 철도구조연구팀) , 이일화 (한국철도기술연구원 첨단인프라연구팀)
In order to evaluate the stability of the geo-structure of railway bridge, the response dominant frequency was analyzed based on a series of impact vibration load test results. The specifications of the experiment piers were obtained by referring to the completion design data, and when data was miss...
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