PREDICTION METHOD OF PERCEPTION TIME OF SUPER HIGH-RISE STEEL BUILDING WITH DAMPERS AGAINST LONG-PERIOD GROUND MOTIONS

Author:

SOETA Kohei1,SATO Daiki2

Affiliation:

1. Structural Engineering Division, Kume Sekkei Ltd.

2. Institute of Innovative Research, Tokyo Institute of Tech.

Publisher

Architectural Institute of Japan

Reference31 articles.

1. 1) Japan Meteorological Agency: Tohokuchihotaiheiyouokijishinji niokeru Choushuukijishindou niyoru Yurenojittaityosa nituit, Choushuukijishindou nikansuru jyoho no arikatakentokai (Vol.1), 2011.11, from https://www.data.jma.go.jp/svd/eqev/data/study-panel/tyoshuki_kentokai/kentokai1/index.html (accessed 2021.3.20) (in Japanese) 気象庁:東北地方太平洋沖地震時における長周期地震動による揺れの実態調査について, 長周期地震動に関する情報のあり方検討会(第1 回), 2011.11, 入手先 (参照2021.3.20) https://www.data.jma.go.jp/svd/eqev/data/study-panel/tyoshuki_kentokai/kentokai1/index.html

2. 2) Architectural Institute of Japan: Guideline for the Evaluation of Habitability to Building Vibration, 3rd Edition, 2018 (in Japanese) 日本建築学会:建築物の振動に関する居住性能評価規準・同解説, 第3 版, 2018

3. 3) Ishii T.: Response Duration Time Spectra of Earthquake Ground Motions, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.77, No.676, pp.843-850, 2012.6 (in Japanese) (DOI: https://doi.org/10.3130/aijs.77.843 )

4. 4) Nojima N.: Assessment of the Effects of Strong Motions on Human Behavior and Psychological Aspects, Report of Tono Research Institute of Earthquake Science, No.37, pp.73-89, 2016.3 (in Japanese) 能島暢呂:強震動が人間行動および心理面に与える影響の継続時間の評価, 東濃地震科学研究所報告, No.37, pp.73-89, 2016.3

5. 5) Oe Y., and Nagano, M.: Fundamental Study of Duration Time Spectra of Earthquake Ground Motions in Terms of Structural Reponses, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-II, pp. 249-250, 2017.7 (in Japanese) 小江優斗, 永野正行:建物応答から見た地震動の継続時間スペクトルに関する基礎検討, 日本建築学会大会学術講演梗概集, 構造 II, pp.249-250, 2017.7

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