1. Aalberg, A. and Larsen, P. K. (2000). “Strength and ductility of bolted connections in normal and high strength steels.” Proc. the seventh International Symposium on Structural Failure and Plasticity, Australia, pp. 488–494.
2. ABAQUS (2006). Standard User’s Manual Version 6.6. Hibbitt, Karlsson & Sorensen, Inc., Providence, RI, USA.
3. AISC (2005). Specification for Structural Steel Buildings (ANSI/AISC 360-05). American Institute of Steel Construction, Chicago.
4. Birkemoe, P. C. and Gilmor, M. I. (1978). “Behavior of bearing critical double-angle beam connections.” Engineering Journal, AISC, 15(4), pp. 109–115.
5. CSA (2009). CAN/CSA-S16-09 Limit states design of steel structures. Canadian Standards Association, Toronto.