STRUCTURAL PERFORMANCE EVALUATION BY FLEXURAL ANALYSIS ON RC DAMAGE-CONTROLLED FLAT WALLS RESTRAINED AXIAL ELONGATION
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/88/803/88_102/_pdf
Reference14 articles.
1. 1) Cabinet Order No.196 of July 14, 1980 昭和 55 年 7 月 14 日政令第 196 号
2. 2) Joint Editorial Committee for the Report on the Great East Japan Earthquake Disaster: Report on the Great East Japan Earthquake Disaster, Building Series Volume 1, Reinforced Concrete Buildings, 2015 (in Japanese) 東日本大震災合同調査報告書編集委員会:東日本大震災合同調査報告建築編 1 鉄筋コンクリート造建築物, 2015
3. 3) Ojio Y., Sanada Y. and Kim Y.: Structural Performance Evaluation of R/C Exterior/Partition Flat Walls Monolithically Constructed in Moment Resisting Frames, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.713, pp.1145-1153, 2015 (in Japanese) 小塩友斗, 真田靖士, 金裕錫:主体架構と一体の RC 造方立壁の構造性能評価, 日本建築学会構造系論文集, 第 80 巻, 第 713 号, pp.1145-1153, 2015(DOI: https://doi.org/10.3130/aijs.80.1145 )
4. 4) AIJ: Recommendation to RC Structural Design after Hanshin-Awaji Earthquake Disaster -Cause of particularly noticed damages and corresponding RC structural design details-, 1988 (in Japanese) 日本建築学会:阪神・淡路大震災と今後の RC 構造設計-特徴的被害の原因と設計への提案-, 1988
5. 5) Hotta H., Tsunoda T.: An Experimental Study on Influence of Mullion-Type Wall of Predominant Bending Failure in Load-Carrying Capacity and Deformation Efficiency of Reinforced Concrete Frame, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.69, No.582, pp.131-136, 2004 (in Japanese) 堀田久人, 角田拓也:RC架構の保有耐力及び変形性能に及ぼす曲げ降伏先行型方立て壁の影響に関する実験的研究, 日本建築学会構造系論文集, 第 69 巻, 第 582 号, pp.131-136, 2004 (DOI: https://doi.org/10.3130/aijs.69.131_3 )
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