粘弾性ダンパー付き間柱を設置した鉄骨フレームの動的挙動

概要

論文の詳細を見る
Dynamic loading tests on one bay-three story steel frames installing a stud column with a viscoelastic damper are conducted to investigate the dynamic behavior of the frames and the effect of response control by the damper. A total of six frames are tested with different damper arrangement and loading speeds. Differences of the stiffness, damping properties and story drifts between stories with and without the damper are discussed. It is found that the rotation at the center of beam where the damper attaches significantly affects the behavior of the whole frame and the damper.
社団法人日本建築学会の論文
2006-08-30