International Journal of Highway Engineering (한국도로학회논문집)

Korean Society of Road Engineers (한국도로학회)
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Reliability Analysis of Design Wind Load Combination for Support Structures of Subsidiary Road Facilities

도로 부대시설 지주구조물 설계를 위한 풍하중조합의 신뢰도 분석

  • 김근옥 (가천대학교 공과대학 토목환경공학과) ;
  • 안상섭 (한국도로공사 도로교통연구원) ;
  • 김호경 (서울대학교 공과대학 건설환경공학부) ;
  • 조경식 (DM 엔지니어링) ;
  • 백인열 (가천대학교 공과대학 토목환경공학과)
  • Received : 2017.05.23
  • Accepted : 2017.07.28
  • Published : 2017.08.16
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Abstract

PURPOSES : The purpose of this study is to perform a reliability analysis of the proposed wind load combination which governs the design of support structures of subsidiary road facilities, and to evaluate whether the target reliability of the design is satisfied. METHODS : The statistical estimation method is applied and the design period of the support structure is used to obtain the statistical property of the wind load. In addition, the statistical properties of the strength of support structures are obtained from a literature review and simulation study. Actual support structures are designed by the proposed load combination and are used as the examples to examine if the target reliability is obtained. RESULTS : The result of the reliability analysis performed by using the statistical properties of load and resistance for the support structure in this study indicates that the proposed wind load combination satisfied the target reliability index of the design. Also, the convenience of the design is achieved by adopting the same design wind velocity given in the bridge design code by applying the wind velocity ratio defined for the design period of the support structure. CONCLUSIONS : It is presented that the design using the wind load combination proposed in this study achieved the target reliability index and the design wind load for different design periods can be conveniently defined by applying the velocity ratio proposed in this study.

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References

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