構造
非線形型粘弾性ダンパーを有する間柱型制振構造の多質点系モデルによる簡易評価
2019 年 25 巻 59 号 p. 85-90
詳細
2019 年 25 巻 59 号 p. 85-90
The simple evaluation method of stud type vibration control structure with nonlinear viscoelastic damper was shown. In this method, loss displacement of stud type damper can be appropriately considered by replacing the damper with an elasto-plastic spring and performing pushover analysis. By reflecting the loss displacement in the multi degree of freedom system model, simple and accurate dynamic analysis is made possible. The accuracy of this method was proved by a case study in a real building.
