1 Akshay Gupta, Helmut Krawinkler. Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements. California: SAC Joint Venture, 1999
[2]
2 Popov EP, Balan TA, Yang TS. Post-northridge earthquake seismic steel moment connections. Earthquake Spectra,1998, 14(4): 659-677
[3]
3 Engelhardt MD, Winneberger T, Zekany AJ, et al. Experimental investigation dogbone moment connections. Engineering Journal, 1998, 35: 128-139
[4]
4 Cheol Ho Lee, Jong Hyun Jung, Myoung Ho Oh, et al.Cyclic seismic testing of steel moment connections reinforced with welded straight haunch. Engineering Structures, 2003, 25(14): 1743-1753
[5]
5 Jun Jin, Sherif EI-Tawil. Seismic performance of steel frames with reduced beam section connections. Journal of Structural Engineering, 2005, 61: 453-471
[6]
6 Federal Emergency Management Agency (FEMA). FEMA 350-Recommended Seismic Design Criteria for New Steel moment-Frame Buildings. Washington DC: FEMA, 2000
9 Chen SJ, Chao YS. Effect of composite action on seismic performance of steel moment connections with reduced beam sections. Journal of Constructional Steel Research,2001, 57(4): 417-434