1. Youssef NFG, Bonowitz D, Gross JL. A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake, Report NISTIR 5625. Gaithersburg, MD; 1995.
2. Federal Emergency Management Agency (FEMA). State of the Art Report on Connection Performance, Report No. FEMA 355D, Washington, D.C.; 2000.
3. Federal Emergency Management Agency (FEMA). Recommended Seismic Design Criteria for New Moment-Resisting Steel Frame Structures, Report No. FEMA 350, Washington, D.C.; 2000.
4. McCormick J, Aburano H, Ikenaga M, Nakashima M. Permissible residual deformation levels for building structures considering both safety and human elements. In: 14th Conference on earthquake engineering; 2008.
5. Posttensioned energy dissipating connections for moment-resisting steel frames;Christopoulos;J Struct Eng,2002