EFFECT OF DESIGN SPECIFICATIONS OF RC GYMNASIUMS WITH METAL SPATIAL ROOFS ON RESPONSE CONTROL OF CANTILEVERED RC WALLS AND THE RESPONSE EVALUATION METHOD

Author:

TERAZAWA Yuki1,ICHIHASHI Keita2,TAKEUCHI Toru1

Affiliation:

1. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

2. Former, Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference27 articles.

1. 1) Institute for Sophisticating Technique of Construction in Japan: Concepts for Seismic Diagnosis and Retrofit of Steel Roofs with RC Substructures, Gihodo shuppan, 2015.9 (in Japanese) 日本建設技術高度化機構:鉄骨置屋根構造の耐震診断・改修の考え方, 技報堂出版, 2015. 9

2. 2) AIJ: Report on the Hanshin-Awaji earthquake disaster, Building series volume 3, 1997.11 (in Japanese) 日本建築学会:阪神・淡路大震災調査報告 建築編 3, 1997.11

3. 3) AIJ: Report on the Great East Japan earthquake disaster, Building series volume 3, 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, 2014.9

4. 4) AIJ: Report on the 2016 Kumamoto earthquake, 2018.6 (in Japanese) 日本建築学会:2016 年熊本地震被害報告, 2018.6

5. 5) Narita, K., Takeuchi, T. and Matsui, R: Seismic performance of school gymnasia with steel roofs supported by RC wall frames, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.78, No.693, pp.1895-1904, 2013.11 (in Japanese) https://doi.org/10.3130/aijs.78.1895

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