ASCE 4 Provisions for Seismic Isolation of Safety-Related Nuclear Structures
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[1] Michael C. Constantinou,et al. Property Modification Factors for Seismic Isolation Bearings , 1999 .
[2] Yin-Nan Huang,et al. Performance assessment of conventional and base-isolated nuclear power plants for earthquake and blast loadings , 2008 .
[3] Andrew C T THOMPSON,et al. PROPERTY MODIFICATION FACTORS FOR ELASTOMERIC SEISMIC ISOLATION BEARINGS , 1999 .
[4] Andrew S. Whittaker,et al. Performance of Seismic Isolation Hardware under Service and Seismic Loading , 2007 .
[5] Mehmet Çelebi,et al. Design of Seismic Isolated Structures: From Theory to Practice , 2000 .
[6] Ji Dang,et al. An improved rheology model for the description of the rate-dependent cyclic behavior of high damping rubber bearings , 2015 .
[7] Andrew S. Whittaker,et al. Seismic performance assessment of base‐isolated safety‐related nuclear structures , 2010 .
[8] Andrew S. Whittaker,et al. Response of base-isolated nuclear structures for design and beyond-design basis earthquake shaking , 2013 .