Seismic Fragility Assessment Method for RC Bridges in Korea using a Representative Bridge

대표 교량을 이용한 국내 철근콘크리트 교량의 지진취약성 분석 방법

  • 안효준 (인하대학교 사회인프라공학과) ;
  • 정성훈 (인하대학교 건축공학과) ;
  • 신수봉 (인하대학교 사회인프라공학과)
  • Received : 2019.11.07
  • Accepted : 2019.11.14
  • Published : 2019.12.31


In this investigation, a set of seismic fragility curves for RC bridges in Korea is derived by considering variations of the representative analytical model. The dimensions and specifications of the model are determined, based on statistical analysis of the inventory of RC bridges in Korea. Variations of important modeling parameters such as material properties, size of structural members, and dimension of the bridge are defined based on statistical studies of the bridges. The OpenSees program is utilized for the analysis to represent the inelastic behavior of RC members. A systematic approach is developed to perform a large volume of inelastic dynamic analysis, in which continuous variation of the modeling parameters are programmed to appropriately represent the characteristics of RC bridges in Korea.


Supported by : 국토교통부


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