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지진하중시 곡선교의 반력에 미치는 곡선반경과 사각 형상의 영향
Effects of Curvature Radius and Skew Angle on the Reaction of Curved Bridge Subject to Seismic Loads
김상철, 김연태, 박성렬
- 언어KOR
- URLhttps://db.koreascholar.com/Article/Detail/312096
2016 한국구조물진단유지관리공학회 봄 학술발표 논문집 (2016.04)
pp.307-308
pp.307-308
한국구조물진단유지관리공학회
(The Korea Institute For Structural Maintenance and Inspection)
초록
To evaluate the possibility of negative reaction at seismic isolation bearings subject to seismic load, seismic records of El-Centro and artificial earthquake wave were applied to a single-plate girder bridge with various analytical parameters of curvature radii and skew angles. It is found that seismic analysis using those parameters should be carried out to prevent negative reaction at support.
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