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Computers and Concrete Volume 19, Number 5, May 2017 , pages 537-544 DOI: https://doi.org/10.12989/cac.2017.19.5.537 |
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P-M interaction curve for reinforced concrete columns exposed to elevated temperature |
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Hyun Kang, Na-Rae Cheon, Deuck Hang Lee, Jungmin Lee, Kang Su Kim and Heung-Youl Kim
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Abstract | ||
The strength and deformational capacity of slender reinforced concrete (RC) columns greatly rely on their slenderness ratios, while an additional secondary moment (i.e., the P- | ||
Key Words | ||
reinforced concrete; column; fire resistance; P-M interaction curve; secondary moment; slenderness ratio | ||
Address | ||
Hyun Kang, Deuck Hang Lee, Jungmin Lee and Kang Su Kim: Department of Architectural Engineering, University of Seoul, 163 Seoulsiripdae-ro, Dongdaemun-gu, Seoul 02504, Republic of Korea Na-Rae Cheon: Metallic Materials and Mechanical Engineering Team, Korea Testing & Research Institute, 98 Gyoyukwon-ro, Gwacheon-si, Gyeonggi-do 13810, Republic of Korea Heung-Youl Kim: Fire Safety Research Division, Korea Institute of Construction Technology, 182-64 Mado-ro, Mado-myeon, Hwaseong-si, Gyeonggi-do 18544, Republic of Korea | ||