線形Maxwell型ダンパーの非比例配置による高層制振建物の地震時層間変位制御に関する研究 : 複素剛性を用いた周波数応答関数による地震応答構造の分析

Abstract

This paper is to clarify the relation between the arrangement of the velocity-dependence type dampers and the response distribution of the relative story displacement by random vibration analysis with frequency response function. At first the Influence of the velocity dependency of damper resistance force on the relative story displacement is shown by random vibration analysis using two-mass-system. Then the response mechanism of high-rise buildings with damper arrangement, which makes the relative story displacement to a target value or less, is analyzed by the power spectrum of relative story displacement.