SIMPLIFIED EVALUATION METHOD OF DYNAMIC PROPERTIES FOR SINGLE-STORY WOODEN STRUCTURE HAVING FLEXIBLE FLOOR DIAPHRAGM
Author:
Affiliation:
1. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/83/754/83_1833/_pdf
Reference15 articles.
1. 1) Ohami, K. and Murakami, M. : Indices of Effects of Torsional Coupling on Earthquake Response of 1-story Linear Systems with Uniaxial Eccentricity, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 521, pp. 25-32, 1999.7 (in Japanese)大網浩一, 村上雅也 : 単層一軸偏心線形系の地震応答における動的捩れ効果の指標, 日本建築学会構造系論文集, 第521号, pp. 25-32, 1999.7
2. 2) National Institute for Land and Infrastructure Management and Building Research Institute : Guidebook for Technical Standards for Building Structures Edited in 2015, 2015.6 (in Japanese)国土交通省国土技術政策総合研究所, 国立研究開発法人建築研究所 : 2015年版建築物の構造関係技術基準解説書, 2015.6
3. 3) Yamazaki, Y., Kasai, K. and Sakata, H. : Reduced Expression for Timber Structure with Discretized Flexible Diaphragm and Seismic Response Evaluation Method, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 676, pp. 927-936, 2012.6 (in Japanese)山崎義弘, 笠井和彦, 坂田弘安 : スパンごとに区切られた非剛床をもつ木質構造の自由度縮約と地震応答評価法, 日本建築学会構造系論文集, 第676号, pp. 927-936, 2012.6
4. 4) Yamazaki, Y. and Sakata, H. : Dynamic Torsional Coupling and Simplified Prediction Method for Single-story Wooden Structure Having Flexible Floor Diaphragm, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 739, pp. 1413-1423, 2017.9 (in Japanese)山崎義弘, 坂田弘安 : 非剛床をもつ1層木質構造物における動的捩れ効果と簡易評価法, 日本建築学会構造系論文集, 第739号, pp. 1413-1423, 2017.9
5. 5) Agawa, M., Koshihara, M., Sato, T., Ohashi, Y. and Miyazawa, K. : Experimental Study on Dynamic Properties of Timber Shear Wall Structures with Eccentricity, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 558, pp. 157-164, 2002.8 (in Japanese)阿川将樹, 腰原幹雄, 佐藤孝浩, 大橋好光, 宮澤健二 : 偏心を有する木質面材耐力壁構造の動的性状に関する実験的研究, 日本建築学会構造系論文集, 第558号, pp. 157-164, 2002.8
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1. SEISMIC RESPONSE EVALUATION CONSIDERING DIAPHRAGM SHEARING STIFFNESS AND BENDING STIFFNESS OF HORIZONTAL HYBRID WOODEN STRUCTURE;AIJ Journal of Technology and Design;2021-10-20
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