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고속철 PSC 교량받침의 누적 수평이동거리 수치해석

Numerical Analysis of Accumulated Sliding Distance of Pre-Stressed Concrete(PSC) Bridge Bearing for High-Speed Railway

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

Dynamic analysis of PSC box bridge bearings for high-speed KTX train vehicles has been carried out to evaluate a running safety of train. Improved numerical models of bridge/vehicle and interaction between bridge and train are adopted, where bending and torsional modes are considered. Dynamic/static sliding distances of the bearings according to the KTX running speed are proved as a major parameter rather than the AASHTO and EN1337-2 focused on the distance by temperature variations.

저자
  • 오순택(서울과학기술대학교 건설시스템디자인공학과 교수) | Oh, Soon Taek
  • 이동준(서울과학기술대학교 건설시스템디자인공학과 시간강사, 공학박사) | Lee, Dong Jun