QUANTIFICATION OF COLLAPSE PREVENTION PERFORMANCE OF CONCRETE BEAMS BASED ON LONGITUDINAL REBAR BUCKLING
Author:
Affiliation:
1. Graduate School of Engineering, Osaka University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/84/763/84_1259/_pdf
Reference11 articles.
1. 1) The Building Center of Japan : The Building Standard Law of Japan, p. 566, 2000.7 日本建築センター編:改正建築基準法令集, p. 566, 2000.7
2. 2) Architectural Institute of Japan : Guidelines for Performance Evaluation of Earthquake Resistant Reinforced Concrete Buildings (Draft), 2004.1 (in Japanese) 日本建築学会:鉄筋コンクリート造建物の耐震性能評価指針(案)・同解説, 2004.1
3. 3) Yoon, R., Sanada, Y., Akahori, T., Suzuki, S., Kuramoto, H. : Effects of Secondary Walls on Lateral Strengths of One-Story One-Bay R/C Moment Resisting Frames, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 79, No. 706, pp. 1869-1878, 2014.12 (in Japanese) 尹ロク現, 真田靖士, 赤堀巧, 鈴木卓, 倉本洋:二次壁が単層単スパンRC架構の水平耐力に与える影響, 日本建築学会構造系論文集, Vol. 79, No. 706, pp. 1869-1878, 2014.12
4. 4) Higai T., Nakamura H., Saito S. : Fatigue Failure Criterion of Deformed Bars Subjected to Large Deformation in Plastic Region and Buckling Region, Proceedings of JSCE, No. 746/V-61, pp. 241-249, 2003.11 (in Japanese) 桧貝勇, 中村光, 斉藤成彦:塑性域から座屈域にわたる大変位の繰り返しを受ける異形鉄筋の破断条件に関する研究, 土木学会論文集, No. 746/V-61, pp. 241-249, 2003.11
5. 5) Asazu, N., Unjoh, S., Hoshikuma, J., Kondoh, M. : Plastic Hinge Length of Reinforced Concrete Columns Based on the Buckling Characteristics of Longitudinal Reinforcemnet, Proceedings of JSCE, No. 682, pp. 177-194, 2001.7 浅津直樹, 運上茂樹, 星隈順一, 近藤益央:軸方向鉄筋の座屈解析による鉄筋コンクリート橋脚の塑性ヒンジ長に関する研究, 土木学会論文集, No. 682, pp. 177-194, 2001.7
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