Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2006.05b
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- Pages.21-24
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- 2006
Fire Resistance of High Strength Concrete Columns with Design Strength 120 MPa
설계강도 120 MPa 고강도 콘크리트 기둥의 내화 성능
Abstract
An experimental investigation was earned out to evaluate the fire performance of high strength concrete column made with different section size. Two different high strength concrete columns measuring 3,428mm in height and with the same tie spacing of 150mm were prepared to evaluate the effect of section size of
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