Dynamics Analysis of Concrete Bridges at Expansion Joints Considering Pounding

신축이음부에서 충돌을 고려한 콘크리트 교량의 동적해석

  • 최석정 ((주)케이알 기술연구소) ;
  • 유문식 ((주)케이알 기술연구소) ;
  • 전찬기 (인천전문대학 토목공학과) ;
  • 박선규 (성균관대학교 토목공학과)
  • Received : 2000.11.08
  • Published : 2001.01.31

Abstract

Most bridges have expansion joints to accommodate thermal expansion and contraction without inducing large forces in the bridges. To evaluate the effects of earthquake-induced at expansion joints of concrete bridges, the first part of this paper deals with a collinear impact between concrete segments, which have the same cross section but different lengths. Especially, impact force, momentum, strain energy and kinetic energy are formulated in mathematically. These results are then used in the second part of this paper to simulate a realistic yet simple analysis of seismic pounding in concrete bridges. Analysis of seismic pounding in idealized concrete bridges is carried out by using a simple lumped-mass model and rationally determined values of the coefficient of restitution and the duration of impact.

Keywords