Structural Behavior of Composite Liminate Bridge Deck Considering a Girder Stiffness

Girder의 강성을 고려한 복합 재료 교량 상판의 구조 거동

  • 박제선 (강원대학교 토목공학과) ;
  • 이정호 (강원대학교 토목공학과) ;
  • 원치문 (한라대학교 건축.토목공학부) ;
  • 심도식 (강원전문대학교 토목과)
  • Published : 1998.12.31

Abstract

Many of the bridge and building floor systems, including the girders and cross-beams, also behave a similar special orthotropic plates. Such plates are subject to the concentrate masses in the form of traffic loads, or the test equipments such as the accelerator in addition to their own masses. Analysis of such problems is usually very difficult. Most of the bridge slabs on girders have large aspect ratios. Finite difference method is used for this purpose, in this paper. The result is compared with that of the beam theory.

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