LRB 교좌장치를 사용한 교량의 장대레일 축력안정성 평가

Stability evaluation of CWR on the bridge with lead Rubber Bearing(LRB)

  • 양신추 (한국철도기술연구원 궤도토목연구본부) ;
  • 윤철균 ((주)서영기술단 구조설계실) ;
  • 이진우 ((주)서영기술단 구조설계실)
  • 발행 : 2004.10.01

초록

LRB(Lead rubber bearing) has small resistance force against slowly acting loadings such as temporal and creep loadings vice versa large resistance force against rapid loadings such as earthquake and braking loadings. By those mechanical characteristics, it has the advantage to reduce longitudinal load acting on abutments and piers, and moreover to in1prove the running stability of train by restricting the behavior of bridge under the required level. In this study, a stability evaluation method of CWR on the bridge with LRB is presented. Several parametric studies are carried to investigate how LRB contributes to the improvement of CWR stability.

키워드