SHAKE-TABLE TEST OF A 4-STORY FRAME-WALL RC STRUCTURE TO INVESTIGATE THE COLLAPSE MECHANISM AND SAFETY LIMIT

Author:

MIURA Kota1,FUJITA Kisho2,TABATA Yu3,MAEDA Masaki2,SHEGAY Alex2,YONEZAWA Kenji1

Affiliation:

1. Technical Research Institute, Obayashi Corporation

2. Graduate School of Eng., Tohoku Univ.

3. KUME SEKKEI Co., Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference16 articles.

1. 1) Japan Building Disaster Prevention Association : Standard for Post-earthquake Damage Level Classification of Buildings, 2016.3 (in Japanese) 日本建築防災協会 : 震災建築物の被災度区分判定基準及び復旧技術指針, 2016.3

2. 2) Maeda, M. and Miura, K. : Post-Earthquake Damage Evaluation for Reinforced Concrete Buildings with Various Collapse Mechanism, 15th World Conference on Earthquake Engineering, 2012.9

3. 3) Matsukawa, K. and Maeda, M. : Practical Collapse Assessment for Reinforced Concrete Structures Based on Seismic Response Spectrum, Tenth U.S. National Conference on Earthquake Engineering, 2014.7

4. 4) Fujita, K., Maeda, M. et al. : Residual Seismic Capacity Evaluation for RC Frames with Multi-story Flexural Wall, Proceedings of Japan Concrete Institute, Vol. 41, No. 2, pp. 799-804, 2019.7 (in Japanese) 藤田起章, 前田匡樹ほか : 曲げ破壊型連層耐震壁を有するRC造架構造の残存耐震性能評価, コンクリート工学年次論文集 Vol. 41, No. 2, pp. 799-804, 2019.7

5. 5) Katsumata, H., Shirai, K. et al. : Shaking Table Test of R/C 4 Story Shear Wall Frame Model with Multi Directional Input Motion (Part 1-2), Summary of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-IV, pp. 407-410, 2005.7 (in Japanese) 勝俣英雄, 白井和貴ほか : 鉄筋コンクリート造4層壁フレーム模型の多方向入力振動台実験(その1-2), 日本建築学会大会学術講演梗概集, 構造-IV, pp. 407-410, 2005.7

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