1. Behaviour of a simple column base connection
2. J. E.Grauvilardell D.Lee J. F.Hajjar R.J.Dexter(2005).Synthesis of design testing and analysis research on steel column base plate connections in high seismic zones structural engineering report no.ST‐04‐02 Department of Civil Engineering 500 Pillsbury Drive SE University of Minnesota Minneapolis Minnesota
3. A.Astaneh G.Bergsma andJ. H.Shen(1992). “Behavior and design of base plates for gravity wind and seismic loads ” Proceedings of the National Steel Construction Conference Las Vegas Nevada AISC Chicago Illinois.
4. M.Fahmy B.Stojadinovic andS. C.Goel (1999) “Analytical and experimental studies on the seismic response of steel column bases ” Proceedings of the 8th Canadian Conference on Earthquake Engineering Vancouver Canada.
5. S.Adany L.Calado andL.Dunai (2000).Experimental studies on cyclic behavior modesof base‐plate connections Proceedings of the Third International Conference on theBehavior of Steel Structures in Seismic Areas (STESSA 2000) Montreal Canada pp.97–104.