1. ACI Comittee 318, (2005). “Building Code Requirement for Structural Concrete (ACI 318-02 and 318-05) and commentary.” American Concrete Institute, Farmington Hills, MI.
2. ACI T1.2-03, (2003). “Innovation Task group 1 and collaborators, Special Hybrid moment frames composed of discretely jointed precast and post-tensioned concrete members (ACI T1.2-03) and commentary (ACI T1.2R-03).” American Concrete Institute Farmington Hills, MI.
3. Bertero, V. (1997). “Performance-Based Seismic Engineering: a critical review of proposed guidelines.” Seismic Design Methodology for the Next Generation of Code, Fajfar and Krawinkler Eds, Balkema, Rotterdam.
4. Christopoulos, C., Filiatrault, A. and Folz, B. (2002a). “Seismic response of self-centering hysteresis SD & F Systems.” Earthquake Engineering and Structural Dynamics, 31, 1131-1150.
5. Christopoulos, C., Filiatrault, A., Uang, C. M. and Folz, B. (2002b). “Post-tensioned Energy Dissipating Connections for Moment Resisting Steel Frames.” ASCE Journal of Structural Engineering, 128(9), 1111-1120.