한국철도학회:학술대회논문집 (Proceedings of the KSR Conference)
- 한국철도학회 2008년도 추계학술대회 논문집
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- Pages.1018-1023
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- 2008
삭도시설 강지주의 내진설계기준에 관한 검토
A Study on Seismic Design Code of Cable-railway Culumns
초록
Steel culumns, main members of cable-railway structure, are linked each other by cable, its structural behavior is considered as cantilever structure. Under the present cable-railway code, main design load is wind load which is only defined vertical load. But the frequency of earthquake occurrence has increased in recent days and the seismic design code is intensified, necessities of seismic design are discussed. In this study, necessities of seismic design code of cable-railway are proposed by examining the seismic response of cable-railway columns designed by KBC(Korea Building Code), by comparing structural behavior of seismic and wind.
키워드