境界層乱流中における弾塑性ダンパーを有する高層建築物の風方向応答挙動に関する風洞実験

概要

論文の詳細を見る
In our former papers, the mitigation of the across-wind responses of the high-rise building was confirmed. Next, we discuss that the along-wind oscillations have to be considered for the high-rise building with the hysteretic damper. When we consider the along-wind oscillations of the high-rise building with the hysteretic damper, it is an important point that the external wind forces have the mean component continuously. So we need to discuss the influence of mean and fluctuate components on the responses of the high-rise building with the hysteretic damper. In this paper, we show the along-wind oscillations of the high-rise building with the hysteretic damper and compare them with the across-wind oscillations.
社団法人日本建築学会の論文
2002-04-30