1. FEMA 350. 2000. “Recommended seismic design criteria for steel moment-frames buildings”. Washington, DC: Federal Emergency Management Agency.
2. Post-critical behaviour of ‘K’ braced frames
3. Jalayer , F. 2002. “Direct probabilistic seismic analysis: implementing non-linear dynamic assessments”. Stanford, CA: University of Stanford. Thesis, Department of Civil and Environmental Engineering,