Proceedings of the Korean Institute of Industrial Safety Conference (한국산업안전학회:학술대회논문집)
- 2000.11a
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- Pages.442-449
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- 2000
대만 고속전철 교량의 레일-구조물 상호작용 평가
Abstract
In railway structure, long rail causes the increase of stress. Especially, additional stress and displacement are caused by the discontinuity and variations of the stiffness of substructures in the section of bridges. In the other words, binding forces like the connection strengths and friction force between ties and ballasts play the role of resistance forces.(omitted)
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