Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Buckling Design of Temporary Bridges Subjected to Both Bending and Compression

압축과 휨을 동시에 받는 가교량 주요부재의 좌굴설계

  • 소병훈 (성균관대학교 건설환경시스템공학과) ;
  • 경용수 (성균관대학교 건설환경시스템공학과) ;
  • 방진환 ((주)휴먼브릿지) ;
  • 김문영 (성균관대학교 건설환경시스템공학과)
  • Published : 2006.04.01
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Abstract

Generally main girders and steel piers of temporary bridges form the steel rahmen structure. In this study, the rational stability design procedure for main members of temporary bridges is presented using 3D system buckling analysis and second-order elastic analysis. 2 types of temporary bridges, which are possible to be designed and fabricated in reality, are chosen and the buckling design for them is performed considering load combinations of dead and live loads, thermal load, and wind load. Effective buckling length of steel piers, effects of live loads on effective length of main members, transition of ~id buckling modes, and effects of second-order analysis are investigated through case study of 2 temporary bridges.

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