2003年
等価線形化手法による一質点弾塑性構造の最大応答予測法
日本建築学会構造系論文集
- ,
- ,
- 巻
- 68
- 号
- 571
- 開始ページ
- 53
- 終了ページ
- 62
- 記述言語
- 日本語
- 掲載種別
- DOI
- 10.3130/aijs.68.53_4
- 出版者・発行元
- 日本建築学会
This paper proposes a simplified method to predict the peak displacement and base shear of a single-degree-of-freedom nonlinear structure subjected to earthquakes. The method considers bilinear hysteresis, and it can express the peak responses as functions of the dynamic property of the structure and the elastic response spectrum. It is based on equivalent linearization as well as spectrum modification and reduction, reflecting increase in equivalent vibration period and damping ratio. The method is validated through numerous time history analyses over a wide range of elastic vibration period, yield strength, post-yield stiffness, ductility, and earthquake type.
- リンク情報
- ID情報
-
- DOI : 10.3130/aijs.68.53_4
- ISSN : 1340-4202
- CiNii Articles ID : 110004092089
- CiNii Books ID : AN10438559