極低降伏点鋼を用いたせん断型ダンパーの履歴モデル
2003 年 10 巻 37 号 p. 71-78
詳細
2003 年 10 巻 37 号 p. 71-78
The purpose of this paper is to discuss the performance evaluation of a shear wall damper with low yield strength steel by a dynamic response analysis. In order to indicate the performance to resist earth quakes, we performed a dynamic analysis of multi-story frames with the dampers, which were modelled by hysteresis models derived from a static loading test. The improvement of the frame performance by installing shear wall dampers is discussed being based on the criterion of the performance-based design method.
