MODEL OF LOAD-DEFORMATION RELATIONS FOR H-SHAPED STEEL BEAMS UNDER MONOTONIC LOADING
Author:
Affiliation:
1. Institute of Technology, Tokyu Construction, Co. Ltd., M.Eng. /Grad. Stud., Nagoya Institute of Technology
2. Prof., Dept. of Architecture and Civil Engineering, Nagoya Inst. of Tech., Dr.Eng.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/81/719/81_123/_pdf
Reference15 articles.
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2. 2) 井戸田秀樹,中田寛二,吉田卓矢,小野徹郎:横座屈で耐力が決まる-端曲げH形鋼梁の繰返し履歴モデル,日本建築学会構造系論文集, 第80巻, 第711号, pp. 819-829, 2015.5
3. 3) 加藤勉,秋山宏,帯洋一:局部座屈を伴うH形断面部材の変形,日本建築学会構造系論文集,第257号, pp. 49-58, 1977.7
4. 4) 輿田香二,今井克彦,黒羽啓明,小川厚治:幅厚比の大きいH形断面曲げ材の変形挙動予測に関する研究,日本建築学会構造系論文集,第411号, pp. 83-96, 1990.5
5. 5) 井戸田秀樹,鏡味亮,金子翔太:素材特性の不確定な変動を考慮したH形鋼梁部材の耐力と変形性能,日本建築学会構造系論文集,第77巻,第681号, pp. 1791-1800, 2012.11
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