1. Zhang H, Ricles J. An analytical study of seismic resistant CFT MRFs. Research Report, Department of Civil Environmental Engineering, Lehigh University, Bethlehem, PA; 1996.
2. AIJ standard for structural calculation of steel reinforced concrete structures: allowable stress design and horizontal load-carrying capacity. Revised 2001, AIJ 2001.
3. Experimental behavior of steel beam to CFT column connections;Elremaily;Journal of Constructional Steel Research,2001
4. Experimental study on the statical characteristics of perimeter beam-to-SHS column connections using vertical stiffener plates;Masuda;Journal of structural and Construction Engineering, AIJ,2000
5. Kimura J, Matsui C. Structural performance of H-shaped steel beam to square tube steel column connection using vertical stiffeners. Summaries of technical papers of Annual Meeting, AIJ 2000. p. 631–32.