本研究では，鉄骨置屋根体育館の各種諸元がRC 片持架構 の構面外応答制御と上述の評価法の適用性に与える影響を数値解析的に検証し，RC片持架構スパン，屋根半開角，屋根面内剛性， 摩擦ダンパー支承配置がRC 片持架構の構面外応答と評価法の適用性に与える影響を分析する。さらに正確なRCの復元力特性を考慮した数値解析結果と評価法を比較検証し，摩擦ダンパー導入時の柱脚曲げモーメントの評価法を修正する。論部はこちら
This paper investigates the effect of the span of cantilevered RC wall, the in-plane stiffness of the roof, the layout of friction damper support on both the response control of cantilevered RC walls in RC gymnasiums with metal spatial roofs and the proposed response evaluation method. According to the response history analysis results, the proposed method was proved to be available on various RC gymnasiums and the evaluation formula of the column base moment of the cantilevered RC walls was modified following the appropriate moment diagram.