EVALUATION OF VIBRATION CHARACTERISTICS OF HIGH-DAMPING TIMBER STRUCTURE BASED ON RESONANCE CURVE

Author:

MIYAZU Yuji1

Affiliation:

1. Dept. of Architecture, Faculty of Science and Technology., Tokyo University of Science.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference10 articles.

1. 1) Satsuya Soda: Damage to Building Structures by Hyogo-ken Nanbu Earthquake on January 17, 1995, Waseda University ASTE Special Issue, 1996 (in Japanese) 曽田五月也: 1995 年兵庫県南部地震による建築構造被害について-1995 年兵庫県南部地震調査-, 早稲田大学理工総研特集号, 1996

2. 2) The Japan Society of Seismic Isolation: Manual for Design and Construction of Passively-Controlled Buildings (3rd Edition), 2013 (in Japanese) 日本免震構造協会: パッシブ制振構造設計・施工マニュアル 第 3 版, 2013

3. 3) S. Tani, S. Nomura, T. Nagasaka, A. Hiramatsu: Restoring Force Characteristics of Reinforced Concrete Seismic Elements (Part 3), Transactions of the Architectural Institute of Japan, No. 228, pp. 39-48, 1975.2 (in Japanese) 谷資信, 野村設郎, 永坂具也, 平松晃: 鉄筋コンクリート耐震要素の復元力特性(その 3)-復元力特性が動的応答結果に及ぼす影響-, 日本建築学科論文報告集, 第 228 号, pp. 39-48, 1975.2

4. 4) Y. Yamazaki, K. Kasai: Spectral Response Prediction Based on Nonlinear Steady-state Vibration Theory Including Torsional Motion, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 77 No. 674, pp. 555-564, 2012.4 (in Japanese) 山崎義弘, 笠井和彦: 非線形並進・捩れ振動の定常理論によるスペクトル応答予測法, 日本建築学会構造系論文集, Vol. 77 No. 674, pp. 555-564, 2012.4

5. 5) K. Matsuda, K. Kasai: Passive Control Design Method for MDOF System Composed of Bilinear + Slip Model with Visco-elastic Damper, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 80 No. 716, pp. 1525-1535, 2015.10 (in Japanese) 松田和浩, 笠井和彦: バイリニア+スリップモデルに粘弾性ダンパーを用いた制振構造の応答制御設計法, 日本建築学会構造系論文集, Vol. 80 No. 716, pp. 1525-1535, 2015.10

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