1. Lin KC, Tsai KC Steel beam to CFT column connections using external clamping diaphragms. In: The first international conference on structural stability and dynamics. 2000, p. 593–8
2. A tentative design guideline for a new steel beam connection detail to composite tube columns;Azizinamini;Engineering Journal, AISC,1993
3. Ricles JM, Lu LM, Graham WW, Vermaas GW Seismic performance of CFT column–WF beam rigid connections. In: US–Japan cooperative earthquake research program: composite and hybrid structures, 4th JTCC. 1997
4. Ricles JM, Lu LM, Sooi TK, Vermaas GW, Graham WW Experimental performance of moment connections in CFT column–WF beam structural systems under seismic loading. In: Proceedings of the eleventh world conference on earthquake engineering, Paper No. 1224. 1996
5. Youssef NFG, Bonowitz D, Gross JL A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake. Report No. NISTIR 5625. Gaithersburg (MD): National Institute of Standards and Technology; 1995