1. 1. Tam, Q., Violaine, F., and Christophe., "The modelling of nonlinear rheological behaviour and Mullins effect in High Damping Rubber", International Journal of Solids and Structures, pp. 75–76 ,2015
   2. Mavronicola, E., Komodromos, P., "Assessing the suitability of equivalent linear elastic analysis of seismically isolated multi-storey buildings", Computers and Structures 89, pp. 1920–1931, 2011
   3. Saiful Islam, A, B, M., Rizwan Hussain, R., Zamin Jumaat, M., "Non-linear time domain analysis of base isolated multi-storey building under site specific bidirectional seismic loading", Automation in Construction 22, pp. 554–566, 2012
   4. Contento, A., and Egidio, A, E., "On the use of base isolation for the protection of rigid bodies placed on a multi-storey frame under seismic excitation", Engineering Structures, pp. 62–63, 2014
   5. Providakis, C, P., “Pushover analysis of base-isolated steel–concrete composite structures under near-fault excitations”, Soil Dynamics and Earthquake Engineering 28,pp. 293–304, 2008
   6. Tobia., Zordan, Tao., and Ma., “Improved equivalent viscous damping model for base-isolated structures with lead rubber bearings”, Engineering Structures 75 ,pp. 340–352, 2014