EXPERIMENTAL STUDY ON STRUCTURAL PERFORMANCE OF RC DAMAGE-CONTROLLED FLAT WALLS-Reference-Cited by-同舟云学术

EXPERIMENTAL STUDY ON STRUCTURAL PERFORMANCE OF RC DAMAGE-CONTROLLED FLAT WALLS

Published:2022-04-01 Issue:794 Volume:87 Page:362-371
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

YOON Rokhyun¹,SANADA Yasushi¹,MATSUO Keito²,OCHI Kentaro¹,SUGIMOTO Kana¹

Affiliation:

1. Graduate School of Eng., Osaka Univ.

2. Former Graduate School of Eng., Osaka Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/87/794/87_362/_pdf

Reference12 articles.

1. 1) 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, 2015.5 (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, 2015.5

2. 2) 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, 2015.7 (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, Vol.80, No.713, pp.1145-1153, 2015.7

3. 3) AIJ: Recommendation to RC Structural Design after Hanshin – Awaji Earthquake Disaster – Cause of particularly noticed damages and corresponding RC structural design details –, 1988.10 (in Japanese)　日本築学会：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－, 1988.10

4. 4) 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), No. 582, pp. 131-136, 2004.8 (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, No.582, pp.131-136, 2004.8

5. 5) Sanada, Y., Yoon, R., Akahori, T., Ojio, Y. and Choi, H.: Simulating Damage to a Ductile Concrete Building in the Great East Japan Earthquake -Effects of RC exterior/partition flat walls on structural performance of ductile concrete buildings, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.81, No.729, pp.1893-1902, 2016.11 (in Japanese)　真田靖士, 尹ロク現, 赤堀巧, 小塩友斗, 崔琥：東日本大震災で被災した靭性型コンクリート系建物の被害シミュレーション－RC 造方立壁が靭性型コンクリート系建物の構造性能に与える影響－, 日本建築学会構造系論文集, Vol.81, No.729, pp.1893-1902, 2016.11

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