Miyazaki M,Mitsusaka Y.Design of a building with 20% or greater damping[C].Proceedings of Tenth World Conference on Earthquake Engineering[C].Spain,1992.4142~4148.
Kangning Li.CANN Y 99 technical manual[M].October,1996.
[8]
Arima F,Miyazaki M.A study on buildings with large damping using viscous damping walls[A].Proceedings of Ninth World Conference on Earthquake Engineering[C].Japan,1988.5:821~826.
[9]
朱伯龙.结构抗震试验[M].北京:地震出版社,1989.
[10]
Wilson E L,Mingwu Yuan,Dickens J.Dynamic analysis by direct superposition of ritz vectors[J].Earthquake Engineering and Structural Dynamics,1982,10:813~821.
[11]
闫锋.粘滞阻尼墙耗能减振结构的试验研究和理论分析[D].上海:同济大学博士学位论文,2004.
[12]
Mahendra P S,Luis M M,Optmial seismic response control with dampers[J].Earthquake Engng Struct.Dyn.,2001,30:553~572.
