EVALUATION OF STRESS REDISTRIBUTION IN STEEL FRAME AT FIRE BASED ON SCALED 3D STEEL FRAME EXPERIMENTS
Author:
Affiliation:
1. Takenaka Research and Development
2. Takenaka Corporation, Technology Dept. Head Office
3. Tokyo University of Science
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/86/779/86_169/_pdf
Reference14 articles.
1. 1) General Building Research Corporation of Japan : Fire preventive and Fireproof Performance Test and Evaluation Procedure Manual, 2000.6 (in Japanese) 日本建築総合試験所:防耐火性能試験・評価業務方法書, 2000.6
2. 2) Suzuki, H., Ruangtananurak, N., Fujita H. : Stabilities of Steel Frames Subjected to Fire, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 571, pp. 161-168, 2003.9 (in Japanese)
3. 3) Suzuki, J., Abe, S., Suzuki, H., Ohmiya, Y., Wakamatsu, T. : Ultimate Temperature and Structural Redundancy of Steel Frames Exposed to Fire –Effect of Seismic Design on Fire Resistance-, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 608, pp. 157-164, 2006.10 (in Japanese)
4. 4) Architectural Institute of Japan : Recommendations for Fire Resistant Design of Steel Structure, 20017.6 (in Japanese) 日本建築学会:鋼構造耐火設計指針, 2017.6
5. 5) Ozaki, F., Hase, T., Kohno, M., Mori, Y., Suzuki, J. : Collapse Temperature of Simple Support Beams in Case of Considering Variations in Steel Strength at Elevated Temperature, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 712, pp. 971-979, 2015.6 (in Japanese)
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