DAMAGE OBSERVATION AND DETECTION USING ACCELEROMETER OF DRY PARTITION WALL INSTALLED IN STEEL MOMENT FRAME UNDER LARGE STORY DRIFT

Author:

YAGI Shotaro1,IYAMA Jun2,FUKUSHIMA Yoshihiro2,KISHIKI Shoichi3,ISHIDA Takanori4,SEIKE Tsuyoshi1,YAMADA Satoshi2

Affiliation:

1. GSFS, The Univ. of Tokyo

2. GSE, The Univ. of Tokyo

3. IIR, Tokyo Tech.

4. IUI, Yokohama National Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference19 articles.

1. 1) AIJ, Report on the Great East Japan Earthquake Disaster, Building Series Vol.6 Non-Structural Elements, 2019.2 (in Japanese) 日本建築学会:東日本大震災合同調査報告建築編 6 非構造部材, 2019.2

2. 2) AIJ, Report on the Great East Japan Earthquake Disaster, Building Series Vol.1 Reinforced Concrete Buildings, 2015.5 (in Japanese) 日本建築学会: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

3. 3) AIJ, Report on the Great East Japan Earthquake Disaster, Building Series Vol.3 Structural Damage to Steel Buildings, 2014.9 (in Japanese) 日本建築学会:東日本大震災合同調査報告建築編 3 鉄骨造建築物, 2014.9

4. 4) MLIT, Housing Bureau, Bousaikyotennadotonaru-kennchikubutsuni-kakawaru-kinoukeizokugaidorain(shinsouban) (Business Continuity Guidelines for Buildings used as Disaster Management Base Facilities), 2018.5 (in Japanese) 国土交通省住宅局:防災拠点等となる建築物に係る機能継続ガイドライン, 2018.5

5. 5) The Japan Building Disaster Prevention Association/ Council for Promotion of Building Disaster Prevention, Guidelines for Seismic Evaluation of Non-Structural Elements of Existing Buildings, 2019.3 (in Japanese) 日本建築防災協会/国土交通大臣指定 耐震改修支援センター: 既存建築物の非構造部材耐震診断指針・同解説, 2019.3

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