EFFECTS OF LATERAL BRACING BY FOLDED-ROOF PLATES FOR H-SHAPED STEEL PURLINS
Author:
Affiliation:
1. Nagoya Inst. of Tech. (Iijima Structural Design Office.)
2. Nippon Light Metal Company, Ltd. Technology & Development Group
3. Nagoya Inst. of Tech.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/87/799/87_921/_pdf
Reference14 articles.
1. 1) Kato, B., Akiyama, H.: Lateral Buckling of Elastic H-Section Beams with Continuous Restraints on Upper Flange, Transactions of the Architectural Institute of Japan, No.232, pp.41-50, 1975.6 加藤勉, 秋山宏：上フランジを連続拘束された H 形断面鋼梁の弾性横座屈, 日本建築学会論文報告集, No.232, pp.41-50, 1975. 6
2. 2) Kimura, Y., Amamoto, A.: Effect of Lateral-Rotational Restraint and Strength for Continuously Eccentric Braces on Buckling Stress for H-Shaped Compression Members, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 648, pp. 435-442, 2010. 2 木村祥裕, 天本朱美：H 形鋼圧縮部材の座屈応力度に及ぼす連続偏心補剛材の水平及び回転拘束効果と補剛耐力, 日本建築学会構造系論文集, No.648 号, pp.435-442, 2010. 2
3. 3) Kimura, Y., Yoshino, Y., Ogawa, J.: Effect of Lateral-Rotational Restraint and Strength of Continuously Braces on Lateral Buckling Load for H-Shaped Beams, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 683, pp. 193-201, 2013. 1 木村祥裕, 吉野裕貴, 小川淳子：引張側フランジ補剛された H 形鋼梁の横座屈荷重に及ぼす連続補剛材の水平・回転拘束効果と補剛耐力, 日本建築学会構造系論文集, No.683, pp. 193-201, 2013. 1
4. 4) Architectural Institute of Japan: Stability Problems of Steel Structures 2013, 2013.6 (In Japanese) 日本建築学会：鋼構造物の座屈に関する諸問題 2013, 2013. 6
5. 5) Architectural Institute of Japan Recommendations for Stability Design of Steel Structures, 2018.2 (In Japanese) 日本建築学会：鋼構造座屈設計指針, 2018. 2
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