[[1] EN 1998-1 (2004). Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings, CEN.]Search in Google Scholar
[[2] Bruneau, M., E. Chang, S. E., Eguchi, R. T., Lee, G. C., O’Rourke, T. D., Reinhorn, A. M., Shinozuka, M., Tierney, K., Wallace, W. A. & Von Wintergeldt, D. (2004). A framework to quantitatively assess and enhance the seismic resilience of communities, 13th World Conference on Earthquake Engineering, August 1-6, 2004, Vancouver, B.C., Canada.]Search in Google Scholar
[[3] Main, J. A., McAllister, T. P., Lew, H. S., Sadek, F. H., Duthinh, D., Chapman, R. E &.Bao, Y. (2011). Measures of Building Resilience and Structural Robustness Project, National Institute of Standard and Technology, U.S. Department of Commerce.]Search in Google Scholar
[[4] ANSI/AISC 341-10 (2010). Seismic provisions for structural steel buildings, American Institute for Steel Construction.]Search in Google Scholar
[[5] Neagu C. (2011). Multi-story building frames stiffened with dissipative shear walls, PHD. Thesis, Universitatea Politehnica Timisoara, Facultatea de Constructii, Departamentul de Construcţii Metalice şi Mecanica Construcţiilor, ISBN 978-606-554-270-9.]Search in Google Scholar
[[6] Dubina, D. & Dinu F. (2013). Experimental evaluation of dual frame structures with thin-walled steel panels, Thin-Walled Structures, 78,57-69, DOI: 10.1016/j.tws.2014.01.001.10.1016/j.tws.2014.01.001]Search in Google Scholar
[[7] EN 1993-1-1 (2005). Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings, CEN.]Search in Google Scholar
[[8] EN1993-1-8 (2005). Eurocode 3: Design of steel structures, Part 1-8: Design of joints, CEN.]Search in Google Scholar
[[9] Fajfar, P. (2000). A nonlinear analysis method for performance-based seismic design, Earthquake Spectra, 16(3), 573-92. DOI: http://dx.doi.org/10.1193/1.1586128.10.1193/1.1586128]Search in Google Scholar
[[10]Vamvatsikos, D. & Cornell, C. A. (2002). Incremental Dynamic Analysis, Earthquake Engineering and Structural Dynamics, 31(3), 491-514, Published online in Wiley, DOI: 10.1002/eqe.141.10.1002/eqe.141]Search in Google Scholar
[[11]SAP2000 analysis reference manual.]Search in Google Scholar
[[12] Driver, R. G., Kulak, G. L., Elwi, A. E. & Kennedy, D. J. L, (1998b). FE and Simplified Models of Steel Plate Shear Wall, ASCE Journal of Structural Engineering, 124(2), 121-130, ISSN: 0733-9445.10.1061/(ASCE)0733-9445(1998)124:2(121)]Search in Google Scholar
[[13]Dubina, D., Stratan, A. & Dinu, F. (2011). Re-centering capacity of dual-steel frames, Steel Construction: Design and Research, 2(4), 73-81, Published online in Wiley, DOI: 10.1002/stco.201110011.10.1002/stco.201110011]Search in Google Scholar
[[14] Dinu, F., Grecea, D. & Dubina, D. (2003). Partial q-factor values for performance based design of MR frames, STESSA 2003 - Behaviour of steel structures in seismic areas, 9-12 June, 2003, Napoli, Italy.]Search in Google Scholar