1. Rosenblueth, E. and Meli, R. (1986) The 1985 Mexico earthquake. Concrete International, 8(5), 23-34.
2. Ruiz-Garcia, J. and Miranda, E. (2008) Probabilistic seismic assessment of residual drift demands in existing buildings. Proc. 14th World Conference on Earthquake Engineering.
3. Bojórquez, E. and Ruiz‐García, J. (2013) Residual drift demands in moment‐resisting steel frames subjected to narrow‐band earthquake ground motions. Earthquake Engineering and Structural Dynamics, 42(11), 1583-1598.
4. Soong, T.T. and Spencer, B.F. (2002) Supplemental energy dissipation: state-of-the-art and state-of-the-practice. Engineering Structures, 24(3), 243-259.
5. Seleemah, A.A. and Constantinou, M.C. (1997) Investigation of Seismic Response of Buildings with Linear and Nonlinear Fluid Viscous Dampers. Buffalo, NY: National Center for Earthquake Engineering Research.
6. Constantinou, M.C. and Symans, M.D. (1992) Experimental and Analytical Investigation of Seismic Response of Structures with Supplemental Fluid Viscous Dampers. Buffalo, NY: National Center for Earthquake Engineering Research.
7. Bahnasy, A. and Lavan, O. (2013) Linear or nonlinear fluid viscous dampers? A seismic point of view. Proc. International Structures Congress 2013: Bridging Your Passion with Your Profession, pp. 2253-2264.
8. Cornell, C.A. and Krawinkler, H. (2000) Progress and Challenges in Seismic Performance Assessment. PEER center news, 3.
9. Krawinkler, H. (2002) A general approach to seismic performance assessment. Proc. International Conference on Advances and New Challenges in Earthquake Engineering Research, 19-20.
10. Porter, K.A. (2003) An overview of PEER’s performance-based earthquake engineering methodology. Proc. International Conference on Applications of Statistics and Probability in Civil Engineering.
11. Moehle, J. and Deierlein, G.G. (2004) A framework methodology for performance-based earthquake engineering. Proc. The 13th World Conference on Earthquake Engineering, pp. 3812-3814.
12. Dall'Asta, A., Tubaldi, E. and Ragni, L. (2016) Influence of the nonlinear behavior of viscous dampers on the seismic demand hazard of building frames. Earthquake Engineering and Structural Dynamics, 45(1), 149-169.
13. Kitayama, S. and Constantinou, M.C. (2016) Probabilistic collapse resistance and residual drift assessment of buildings with fluidic self‐centering systems. Earthquake Engineering and Structural Dynamics, 45(12), 1935-1953.
14. Landi, L., Lucchi, S., and Diotallevi, P.P. (2014) A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers. Engineering Structures, 71, 137-149.
15. SAC Joint Venture (1994) Proc. The Invitational Workshop on Steel Seismic Issues. Report No. SAC 94-01, Los Angeles, CA.
16. Krawinkler, H. (2000) State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking. Prepared for the SAC Joint Venture, Published by the Federal Emergency Management Agency, FEMA-355 C, Washington, DC.
17. American Society of Civil Engineers (2010) Minimum design loads for buildings and other structures. Amer Society of Civil Engineers (Vol 7).
18. McKenna, F., Fenves, G.L. and Scott, M.H. (2015) Open System for Earthquake Engineering Simulation. Pacific Earthquake Engineering Research Center, Berkeley.
19. Seo, C.Y., Karavasilis, T.L., Ricles, J.M. and Sause, R. (2014) Seismic performance and probabilistic collapse resistance assessment of steel moment resisting frames with fluid viscous dampers. Earthquake Engineering and Structural Dynamics, 43(14), 2135-2154.
20. Ibarra, L.F. and Krawinkler, H. (2005) Global Collapse of Frame Structures under Seismic Excitations. Berkeley, CA: Pacific Earthquake Engineering Research Center.
21. Haselton, C.B. and Deierlein, G.G. (2007) Assessing Seismic Collapse Safety of Modern Reinforced Concrete Moment Frame Buildings. Doctoral Dissertation, Stanford University.
22. Lignos, D.G. and Krawinkler, H. (2010) Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading. Journal of Structural Engineering, 137(11), 1291-1302.
23. Min, L.L.P.P. (2008) Norme Tecniche per le Costruzioni. Italian building code, adopted with D.M. 14/01/2008, published on S.O. n. 30 G.U.
24. Ramirez, O.M., Constantinou, M.C., Kircher, C.A., Whittaker, A.S., Johnson, M.W., Gomez, J.D. and Chrysostomou, C.Z. (2001) Development and Evaluation of Simplified Procedures for Analysis and Design of Buildings with Passive Energy Dissipation Systems-Revision 01.
25. Landi, L., Conti, F. and Diotallevi, P.P. (2015) Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames. Engineering Structures, 100, 79-93.
26. Vamvatsikos, D. and Cornell, C.A. (2002) Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics, 31(3), 491-514.
27. Yakhchalian, M., Ghodrati Amiri, G. and Nicknam, A. (2014) A new proxy for ground motion selection in seismic collapse assessment of tall buildings. The Structural Design of Tall and Special Buildings, 23(17), 1275-1293.
28. Yakhchalian, M., Ghodrati Amiri, G. and Eghbali, M. (2017) Reliable seismic collapse assessment of short-period structures using new proxies for ground motion record selection. Scientia Iranica, 25(5), 2283-2293.
29. Yakhchalian, M., Nicknam, A. and Amiri, G.G. (2015) Optimal vector-valued intensity measure for seismic collapse assessment of structures. Earthquake Engineering and Engineering Vibration, 14(1), 37-54.
30. Jamshidiha, H.R., Yakhchalian, M., and Mohebi, B. (2018) Advanced scalar intensity measures for collapse capacity prediction of steel moment resisting frames with fluid viscous dampers. Soil Dynamics and Earthquake Engineering, 109, 102-118.
31. U.S. Geological Survey [Online] Available: http://geohazards.usgs.gov/hazardtool/application.php [2016, December 30].
32. Eads, L. (2013) Seismic Collapse Risk Assessment of Buildings: Effects of Intensity Measure Selection and Computational Approach. Doctoral Dissertation, Stanford University.