「運動と振動の制御」シンポジウム講演論文集
Online ISSN : 2424-3000
セッションID: D17
会議情報
D17 安全性と快適性を両立させる免震・制振ハイブリッド構造における免震層特性の設計領域(M-OS2-2 免震・制振の制御系設計,M-OS2 建築・建設構造物の耐震・免震・制振,「海を越え,国を越え,世代を超えて!」)
辻 聖晃片岡 奈々美合田 圭吾藤田 皓平竹脇 出
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It is known that a base-isolated building exhibits a large response to a long-duration, long-period wave. Additional dampers installed into main frame and isolation story of a base-isolated building may improve seismic performance of the building. In this paper, a design region in stiffness of isolator k_I- damping coefficient of isolation story c_I space is defined such that conditions on seismic interstory drift of isolation story, seismic acceleration of top story of building, and damping factor of isolation story are satisfied, and the region is called as "SC design region." The objectives of this paper are to propose a method of finding SC design region for base-isolated building with additional dampers and disclose basic characteristics of SC design region via total amount and distribution of damping coefficients of additional dampers in main frame.
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