Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2005.05a
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- Pages.475-478
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- 2005
Load Bearing Capacity Evaluation of Continuous IPC Girder Bridge.
IPC 거더 연속교의 실교량 내하력 평가 연구
Abstract
This study was performed to evaluate about load bearing capacity of continuos IPC Girder Bridge under and after Construction. This is Ichi-1 Bridge that is 2-40m span continuous bridge on a extension road through the Ichun and the Naesa. The result of static loading test to use a 25ton truck after construction, deflection ratio is 0.64 that is
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