DYNAMIC TORSIONAL COUPLING AND SIMPLIFIED PREDICTION METHOD FOR SINGLE-STORY WOODEN STRUCTURE HAVING FLEXIBLE FLOOR DIAPHRAGM

Author:

YAMAZAKI Yoshihiro1,SAKATA Hiroyasu1

Affiliation:

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

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference19 articles.

1. 1) 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

2. 2) Shimizu, H., Mukaibo, K., Horikawa, E., Tsuchimoto, T., Kawai, N. and Ohashi, Y. : Study on Seismic Performance of Traditional Wooden Structure by Full Scale Shaking Table Tests: Result of Suburban Typical House with Large Wooden Section, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 657, pp. 2001-2008, 2010.11 (in Japanese)
清水秀丸, 向坊恭介, 堀川恵巳子, 槌本敬大, 河合直人, 大橋好光 : 実大震動台実験による伝統的な木造建物の耐震性能検証に関する研究 部材断面が大きな地方型試験体の震動台実験結果, 日本建築学会構造系論文集, 第657号, pp. 2001-2008, 2010.11

3. 3) Miyazawa, K., Hikita, S. and Nishimura, A. : A Study on Static and Dynamic Behavior of Wooden Houses with Three Dimensional Eccentricity of Shear-Walls: Part 6 Seismic Behavior of Three Dimensional Eccentric Structure and Guideline for Earthquake-proof Design, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, C-1, pp. 277-278, 2010.9 (in Japanese)
宮澤健二, 疋田慎二, 西村彰敏 : 木質系住宅の水平構面剛性と立体動的偏心に関する研究 その6 立体偏心挙動と耐震設計への指針, 日本建築学会大会学術講演梗概集, C-1分冊, pp. 277-278, 2010.9

4. 4) Kajikawa, H. and Noguchi, H. : The Scope of Rigid Floor Assumption for Single-story Box Type Building: Part 1 A Study on Horizontal Twist Behavior Considering Floor Stiffness by Wooden Construction, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 595, pp. 79-85, 2005.9 (in Japanese)
梶川久光, 野口弘行 : 1層箱形建物における剛床仮定の適用範囲に関する研究 : 木質立体建物の床剛性を考慮した水平ねじれ挙動に関する研究, 日本建築学会構造系論文集 第595号, pp. 79-85, 2005.9

5. 5) Uzunami, K., Noguchi, H. and Ito, S. : A Basic Study on Vibration Behavior of Timber Structure with Eccentricity in Consideration of Stiffness of Horizontal Diaphragm: part3 An Investigate of a Revision Coefficient of Torsion in Consideration of Stiffness of Horizontal Diaphragm, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, C-1, pp. 195-196, 2001.7 (in Japanese)
渦波きさら, 野口弘行, 伊藤修一 : 偏心を有する木質構造物の床剛性を考慮した振動性状に関する基礎的研究: その3 床剛性を考慮したねじり補正係数の検討, 日本建築学会大会学術講演梗概集, C-1 分冊, pp. 195-196, 2001.7

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. 一軸偏心した1層木質耐力壁構造における弾塑性捩れ振動の簡易評価法;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-06-01

2. SIMPLIFIED EVALUATION METHOD OF DYNAMIC PROPERTIES FOR SINGLE-STORY WOODEN STRUCTURE HAVING FLEXIBLE FLOOR DIAPHRAGM;Journal of Structural and Construction Engineering (Transactions of AIJ);2018

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