[1] Sabouri-Ghomi, S., Sajjadi, S.R.A.(2012)." Experimental and theoretical studies of steel shear walls with and without stiffeners". Journal of Constructional Steel Research. 75,p. 152-159.
[2]Caccese,V., Elgaaly, M., , Du,C.(1993). "Postbuckling behavior of steel-plate shear walls under cyclic loads"., Journal of Structural Engineering. 119(2), p. 588-605.
[3]Berman, J., Bruneau,M.(2003)." Plastic analysis and design of steel plate shear walls". Journal of Structural Engineering". 129(11), p. 1448-1456.
[4]Deylami, A. , Daftari, H.(2000). "Non-linear Behaviour of steel plate shear wall with large rectangular opening"., in Proceedings of the 12th World Conference on Earthquake.
[5]Bruneau, M., Bhagwagar,T.(2002). "Seismic retrofit of flexible steel frames using thin infill panels". Engineering Structures. 24(4), p. 443-453.
[6]Kharrazi, M. H., Ventura, C. E., Prion, H. G., & Sabouri-Ghomi, S. (2004, August). "Bending and shear analysis and design of ductile steel plate walls". In 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, paper (No. 77).
[7] Zhao, Q. , Astaneh-Asl,A.(2004)." Cyclic behavior of traditional and innovative composite shear walls". Journal of Structural Engineering. 130(2), p. 271-284.
[8] Ryu HK, Chang SP, Kim YJ, Kim BS.(2005). "Crack control of a steel and concrete composite plate girder with prefabricated slabs under hogging moments".Engineering Structures,(27):1613_24.
[9] De Matteis G, Landolfo R, Mazzolani FM.(2003). "Seismic Response of MR steel frames with low-yield steel shear panels". Journal of Engineering Structures,25 (2):155_68.
[10] Bruneau M, Bhagwagar T.(2002). " Seismic retrofit of flexible steel frames using thin infill panels". Journal of Engineering Structures, 24(4):443_53.
[11] Berman JW, Bruneau M.(2004). " Steel plate shear walls are not plate girders". AISC
Engineering Journal, Third quarter-95.
[12] American Institute of Steel Construction (AISC) (2005). "Seismic provisions for structural steel buildings". (ANSI/AISC 341-05). Chicago, IL., USA.