本研究では，地震動入力レベルを考慮したダンパー付単層アウトリガー構造の非線形動的応答特性を調査し，我々が提案する1次モード減衰比を最大化する最適設計の妥当性を検証しました。本研究は超超高層建物のパッシブ応答制御に関する研究シリーズの一つです。担当学生が真の第二著です。
This paper investigated the non-linear dynamic response characteristic of single-damped outrigger systems with oil dampers or elasto-plastic dampers considering design earthquake levels. The optimal damper design equations to maximize 1st mode damping ratio were proposed, and validated through the application example of a Japanese super-tall building, and a design algorithm to translate the optimized single damped outrigger to quad damped outrigger systems is proposed.