Experimental and numerical studies on new multi-dimensional earthquake isolation and mitigation device: Horizontal properties
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[1] Nicos Makris,et al. TIME-DOMAIN ANALYSIS OF LINEAR HYSTERETIC DAMPING , 1996 .
[2] J. C. Wang,et al. Seismic response prediction of HDR bearings using fractional derivative Maxwell model , 1998 .
[3] Goizalde Ajuria,et al. Proportional damping approximation for structures with added viscoelastic dampers , 2006 .
[4] K. Kasai,et al. Viscoelastic Damper Hysteresis Model : Theory, Experiment, and Application , 1993 .
[5] Zhao-Dong Xu,et al. A synthetic optimization analysis method on structures with viscoelastic dampers , 2003 .
[6] Jinkoo Kim,et al. Seismic performance of structures connected by viscoelastic dampers , 2006 .
[7] T. Soong,et al. MODELING OF VISCOELASTIC DAMPERS FOR STRUCTURAL ApPLICATIONS , 1995 .
[8] T. Soong,et al. Effect of Ambient Temperature on Viscoelastically damped structure , 1992 .
[9] Katsuhiko Umeki,et al. Development of Three Dimensional Seismic Isolation Device With Laminated Rubber Bearing and Rolling Seal Type Air Spring , 2002 .
[10] Semih S. Tezcan,et al. Reduction of earthquake response of plane frame buildings by viscoelastic dampers , 2003 .
[11] Jinkoo Kim,et al. Efficient siesmic analysis of building structures with added viscoelastic dampers , 2002 .
[12] J. Ferry. Viscoelastic properties of polymers , 1961 .
[13] C. Tsai,et al. TEMPERATURE EFFECT OF VISCOELASTIC DAMPERS DURING EARTHQUAKES , 1994 .