5Kelly,J.M.Earthquake Resistant Design with Rub-ber. . 1997
6Fujita.High Damper Rubber Bearings for SeismicAnalysis of Base-isolated RC Frame Structures. Earth-quake Engineering and Structural Dynamics . 1998
7Feng D.M,,Miyama,T,,Tsugio.T etc.A New AnalyticalModel for the Lead Rubber Bearing. 12th World Conference on Earthquake Engineering . 2000
二级参考文献6
1Iizuka, M., Mimura, A., etc., Shaking Table Tests on Ultimate Behavior of Slender Base-Isolated Buildings[C], Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan (B2), 2000, 645-649.
2Kato, Y., Miyama, T, etc., Evaluation on Seismic Response of Base-Isolated Slender Building[C], Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan(B2), 2000, 605-606.
3Uryu, M., Nishigawa, T., Stiffness, Deformation and Extreme Properties of Isolated Rubber Bearings[J], Journal of Structural and Construction Engineering,1996,119-128.
4Miyama,T,Masuda ,K.,etc.,Shaking Table Table of Various Seismic Isolation Sytsem,Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan,2001,591-594.
5Recommendation for the Design of Base Isolated Buildlngs[S],Architectural Institute of Japan, 2001.