3경간 중로식 아치교량의 풍하중에 대한 동적안전성
Dynamic Stability of 3-Span Half Through Type Arch Bridge for Wind Load
- 주제(KDC) 530.4
- 발행기관 東新大學校 工業技術硏究所
- 발행년도 2003
- 총서유형 Journal
- 본문언어 한국어
초록/요약
Recently, bridges have been momentous as not only regarding function but also concerning aesthetics. However, when beauty is considered in the design, it is also essential that stability and economics be considered. Moreover, when considering stability, an arch bridge is one of the most stable structures. The most important element is a rise ratio when regarding beauty and economics of arch bridges. Only the effect of dead load has been considered to decide the rise ratio. Therefore, in this study, when going over the rise ratio of 3-Span half through type arch bridges, I examined the problems, that the determination of the rise ratio by the dead load has, by adding the factor of a determination of optimum rise ratio, which is not only the effect of the dead load that has been currently considered but also the problem with respect to wind-resistant dynamic stability that is now taken seriously.
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