作者: Takuji Kobori , Naoki Niwa , Narito Kurata , Tomohiko Hatada , Takayuki Mizuno
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摘要: A high damping device combined with the frame of a building to protect from seismic shock. For vibration up predetermined level corresponding permissible strength device, coefficient c is set so as be 3 =c=c 1 respect for giving maximum value factor h tertiary mode structure and primary vibration. The load on means are provided prevent being damaged in event that exceeded. inventive combination permits stiffness reduced 1.0 down low 0.3, proportionate reduction steel mass.