This study deals with the structural method in conjunction with deep floor slab that can ensure a sufficient fire resistance capacity from the point of view of lateral side of structure configuration in which asymmetric H-beams are partially buried in the concrete slab. In addition, this method can maximize more the story height reduction effects of slim floor system, as its applied building is higher. Hence, this study analyses fire resistance based on KS F 2257-1, inspecting behavior and temperature property of the fire of slim floor system applied to asymmetric H - beam, by changing the cross-sectional shape of this.

• 박경훈(한국건설기술연구원 화재안전연구센터 연구원) | Park, Kyung Hoon
• 김흥열(한국건설기술연구원 화재안전연구센터 연구위원) | Kim, Heung Youl
• 김형준(한국건설기술연구원 화재안전연구센터 연구원) | Kim, Hyung Jun
• 조범연(한국건설기술연구원 화재안전연구센터 연구원) | Jo, Beom Yeon