Time Dependent Analysis Considering the Construction Sequences in Bridges of Movable Scaffolding System (MSS)

시공단계를 고려한 MSS 공법 교량의 시간의존적 거동해석

  • 곽효경 (한국과학기술원 토목공학과) ;
  • 손제국 (한국과학기술원 토목공학과)
  • Published : 2005.04.01

Abstract

Through time-dependent analyses of RC bridges constructed by a movable scaffolding system (MSS) considering the construction sequence and creep deformation of concrete, structural responses related to the member forces are reviewed. On the basis of the compatibility condition and equilibrium equation at every construction stage, basic equations that can describe the moment variation with time in movable scaffolding construction are derived. By using the introduced relations, the design moment and its variation over time can easily be obtained with only the elastic analysis results and without additional time-dependent analyses considering the construction sequences. In addition, the design moments determined by the introduced equations are compared with the results from a rigorous numerical analysis with the objective of establishing the relative efficiencies of the introduced equations.

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