Vibration Analysis of Station under Railway Lines with Floating Slab Track

플로팅 슬래브궤도를 적용한 선하역사 구조물 진동해석

  • 장승엽 (한국철도기술연구원, 초고속열차연구실) ;
  • 조호현 (한국철도기술연구원, 차륜궤도연구실) ;
  • 양신추 (한국철도기술연구원, 차륜궤도연구실)
  • Published : 2010.06.10

Abstract

In the areas susceptible to vibration and noise induced by railway traffic such as downtown area and stations under railway lines, the vibration and the structure-borne noise can be solved by floating slab track system separating the entire track structure from its sub-structure using anti-vibration mat or springs. In other countries, the core technologies for vibration-proof design and vibration isolator - one of key components - have been developed and many installation experiences have been accumulated. However, in Korea, since the design technology of system and components are not yet developed, the foreign systems are being introduced without any adjustment. Thus, in this study, the vibration isolator has been developed and its performance are investigated by the dynamic analysis of a station structure under railways lines and the floating slab track system. For this purpose, the loads transferred from the vibration isolator of the floating slab track were evaluated by train running simulation considering vehicle-track interaction, and then the dynamic analysis of station structure subjected to these loads was performed. The dynamic analysis results show that the proposed floating slab track can reduce the vibration of structure by about 25dB compared with that in conventional ballast track without floating system.

Keywords

Acknowledgement

Grant : 차세대 고속철도기술개발사업

Supported by : 한국건설교통기술평가원