[[1]. P100-1 (2013).Seismic Desin Code. Part I – Provisions for buildings.]Search in Google Scholar
[[2]. CR 1-1-4 (2012). Design code: Wind action on strutures.]Search in Google Scholar
[[3]. SR EN 1993-1-1 - Eurocod 3: Design of steel structures-Part 1-1:General rules and rules for buildings, CEN.]Search in Google Scholar
[[4]. http://www.csiamerica.com/sap2000]Search in Google Scholar
[[5]. http://www.alga.it/]Search in Google Scholar
[[6]. Yanke, H. Fujita, S. Masaki, N & Ohta, M.(1992). Development of seismic system for ambient micro-vibration and earthquake using multi-stage rubber bearings and high damping rubber damper, Tenth World Conference of Earthquake Engineering, Rotterdam.]Search in Google Scholar
[[7]. Naein, F. and Kelly, J. M. (1999). Design of isolated structures. John WILEY & Sons, New-York.]Search in Google Scholar
[[8]. Kircher C.A. Seismically Isolated Structures, Chapter 11 of Guide to the Application of the 2000 NEHRP.]Search in Google Scholar
[[9]. Kelly T.E. (2001). Base insulation of structures: Design guideline, WellingtoN.]Search in Google Scholar
[[10]. Oprişoreanu V.V. (2012). Contribution in the implementation of the base isolation method for Romania, Ph.D. thesis, UTCB.]Search in Google Scholar
[[11]. Bitca D., Ursu E., Ioan P. (2013). The concept of base isolation applied to a silo steel structure, a XIII-a Conferinta Nationala de Constructii Metalice, Bucuresti.]Search in Google Scholar