[1] Somerville, PG. Smith, NF. Graves, RW. and Abrahamson, NA. (1997). Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismol Res Lett;68:199–222.
[2] Baker, JW. Quantitative classification of near-fault ground motions using wavelet analysis. (2007). Bull Seismol Soc Am;97:1486–501.
[3] Housner, GW. The behavior of inverted pendulum structures during earthquakes. (1963). Bull Seismol Soc Am;53:403–17.
[4] Ajrab, JJ. Pekcan, G. and Mander, JB. (2004). Rocking wall-frame structures with supplemental tendon systems. J Struct Eng;130:895–903.
[5] Holden, T, Restrepo, J, and Mander, JB. (2003). Seismic performance of precast reinforced and prestressed concrete walls. J Struct Eng;129(3):286–296
[6] Kurama, Y. Sause, R. Pessiki, S. and Lu, L-W. (1999). Lateral load behavior and seismic design of unbonded post-tensioned precast concrete walls. ACI Struct J;96(4).
[7] Eatherton, MR. Fahnestock, LA. and Miller, DJ. Computational study of self‐centering buckling‐restrained braced frame seismic performance. (2014). Earthq Eng Struct Dyn;43:1897–914.
[8] Blebo, FC. and Roke, DA. (2015). Seismic-resistant self-centering rocking core system. Eng Struct;101:193-204.
[9 ] Pollino M. (2015). Seismic design for enhanced building performance using rocking steel braced frames. Eng Struct;83:129-139.
[10] Francesco, S. Palermo, A. and Pampanin, S. (2015). Quasi-static cyclic testing of two-thirds scale unbonded posttensioned rocking dissipative timber walls. J of Struct Eng:E4015005.
[11] Roke, D. Sause, R. Ricles, JM. Seo, C-Y. and Lee, K-S. (2006). Self-centering seismic-resistant steel concentrically-braced frames. Proc. 8th US Natl. Conf. Earthq. Eng., San Francisco.
[12] Roke, D. Sause, R. Ricles, JM. and Gonner, N. (2008). Design concepts for damage-free seismic-resistant self-centering steel concentrically-braced frames. Proc. 14th World Conf. Earthq. Eng., China.
[13] Eatherton, MR. and Hajjar, JF. (2010). Large-scale cyclic and hybrid simulation testing and development of a controlled-rocking steel building system with replaceable fuses. Newmark Structural Engineering Laboratory. University of Illinois at Urbana-Champaign.
[14] Ma, X. Borchers, E. Pena, A. Krawinkler, H. and Deierlein, G. (2010). Design and behavior of steel shear plates with openings as energy-dissipating fuses. John A. Blume Earthquake Engineering Center Technical Report.
[15] Latham, DA. Reay, AM. Pampanin, S. (2013). Kilmore Street Medical Centre: Application of an Advanced Flag-Shape Steel Rocking System. Proc. 2013 NZSEE Conf., Wellington, New Zealand.
[16] Applied Technology Council (ATC). (1996). Seismic evaluation and retrofit of concrete buildings. Report no. ATC-40. Redw City.
[17] Ruiz-García, J. and González, EJ. (2014). Implementation of Displacement Coefficient method for seismic assessment of buildings built on soft soil sites. Eng Struc; 59:1–12.
[18] Christopoulos, C. Pampanin, S. Nigel, Priestley. (2003). Performance-based seismic response of frame structures including residual deformations. Part I: Single-degree of freedom systems. J Earthq Eng;7:119–47.
[19] Seo, C-Y. and Sause, R. (2005). Ductility demands on self-centering systems under earthquake loading. ACI Struct ;102.
[20] Eatherton, MR. and Hajjar, JF. (2011). Residual drifts of self-centering systems including effects of ambient building resistance. Earthq Spectr;27:719–44.
[21] Mazzoni, S. McKenna, F. Scott, MH. and Fenves, GL. (2006). OpenSees command language manual. Pacific Earthq Eng Res (PEER) Cent.
[22] Applied Technology Council for the Federal Emergency Management Agency. (2009). Quantification of Building Seismic Performance Factors. Report no. FEMA P695. Redwood, CA.
[23] Alavi, B. and Krawinkler, H. (2004). Behavior of moment‐resisting frame structures subjected to near‐fault ground motions. Earthq Eng Struct Dyn;33:687–706.
[24] Málaga‐Chuquitaype, C. and Elghazouli, AY. (2012). Inelastic displacement demands in steel structures and their relationship with earthquake frequency content parameters. Earthq Eng Struct Dyn;41:831–52.
[25] Somerville, PG. (2003). Magnitude scaling of the near fault rupture directivity pulse. Phys Earth Planet Inte;137(1):201-212.
[26] Dimakopoulou, V. Fragiadakis, M. Spyrakos C. (2013). Influence of modeling parameters on the response of degrading systems to near-field ground motions. Eng Struct;53:10–24.
[27] Dobry, R. and Borcherdt, RD. (2000). New site coefficients and site classification system used in recent building seismic code provisions. Earthq Spectra;16:41–67.
[28] American Society of Civil Engineers (ASCE). (2007). Seismic rehabilitation standards committee. Seismic rehabilitation of existing buildings. ASCE/SEI 41-06. Reston, VA.
[29] Bates, DM. and Watts, DG. (1988). Nonlinear regression: iterative estimation and linear approximations, in Nonlinear Regression Analysis and Its Applications, Hoboken, NJ, USA: John Wiley & Sons, Inc; p. 32-66
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