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하중저항계수평가 방법에 의한 개선된 교량 모델의 내하성능 평가

Load and Resistance Factor Rating for Bridges Updated FE Model

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  • URLhttps://db.koreascholar.com/Article/Detail/292053
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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

The limit state design code for reliability-based design criteria was enacted in January 2012. And, it was necessary to consider new load carrying capacity method for new design code. Therefore, LRFR and ballowable stress design rating was applied to load carrying capacity and compared with the result. In addition, this research consists of ambient vibration measurement, experimental modal analysis, correction of the initial FE model based on the identified modal properties, and estimation of the load carrying capacity using the updated FE model

저자
  • 김세훈(세종대학교 건설환경공학과 박사과정, 공학석사) | Kim, Se Hoon
  • 박영수(세종대학교 건설환경공학과 박사과정, 공학석사) | Park, Young Soo
  • 이종재(세종대학교 건설환경공학과 부교수, 공학박사) | Lee, Jong Jae