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�References� `@=vt1. Canadian Standard Association, CSA-S16-01, Limit

State Design of Steel Structures, Toronto, Ontario(2001).

2. Building Seismic Safety Council, 2003 NEHRP Rec-ommended Provisions for Seismic Regulations for NewBuildings and Other Structures (FEMA 450), FederalEmergency Management Agency (2004).

3. AISC, ANSI/AISC 341-05, Seismic Provisions for Struc-tural Steel Buildings, Chicago (IL), American Institute ofSteel Construction (2005).

4. AISC, Steel Design Guide 20, Steel Plate Shear Walls,Chicago (IL), American Institute of Steel Construction(2007).

5. Roberts, T.M. and Sabouri-Ghomi, S. \Hysteretic char-acteristics of unsti�ened perforated steel plate shear pan-els", Thin-Walled Struct., 14(2), pp. 139-151 (1992).

6. Vian, D. \Steel plate shear walls for seismic design andretro�t of building structures", PhD Dissertation, StateUniv. of New York at Bu�alo, Bu�alo, N.Y. (2005).

7. Purba, R.H. \Design recommendations for perforatedsteel plate shear walls", M.Sc. Thesis, State Univ. of NewYork at Bu�alo, Bu�alo, N.Y. (2006).

8. Sabouri-Ghomi, S., Ahouri, E., Sajadi, R., Alavi, M.,Roufegarinejad, A. and Bradford, M.A. \Sti�ness andstrength degradation of steel shear walls having anarbitrarily-located opening", Journal of ConstructionalSteel Research, 79, pp. 91-100 (2012).

9. Hosseinzadeh, S.A.A. and Tehranizadeh, M. \Introduc-tion of sti�ened large rectangular openings in steel plateshear walls", Journal of Constructional Steel Research,77, pp. 180-192 (2012).

10. AISC, ANSI/AISC 358-05, Prequali�ed Connections forSpecial and Intermediate Steel Moment Frames for Seis-mic Applications, Chicago (IL), American Institute ofSteel Construction (2005).

11. ABAQUS/Standard Theory Manual, Version 6.5.1., Hi-bbitt, Karlsson, Sorenson, Inc, (HKS) (2004).

12. Habashi, H.R. and Alinia, M.M. \Characteristics of thewall-frame interaction in steel plate shear walls", J. Con-str. Steel Res., 66(2), pp. 150-158 (2010).

13. Wang, H. and Croll, J. \Optimization of shell buck-ling using lower bound capacities", Thin-Walled Struct.,46(7-9), pp. 1011-1120 (2008).

14. Brando, G. and De Matteis, G. \Experimental and nu-merical analysis of a multi-sti�ened pure aluminiumshear panel", Thin-Walled Struct., 49(10), pp. 1277-1287(2011).

15. ASCE, SEI/ASCE 7{05, Minimum Design Loads forBuildings and Other Structures, Virginia (USA), Amer-ican Society of Civil Engineers (2005).

16. Lubell, A.S., Prion, H.G.L., Ventura, C.E. and Rezai, M.\Unsti�ened steel plate shear wall performance undercyclic loading", J. Struct. Eng., ASCE, 126(4), pp. 453-460 (2000).

17. Driver, R.G., Kulak, G.L., Kennedy, D.J.L. and Elwi,A.E. \Cyclic test of four-story steel plate shear wall", J.Struct. Eng., ASCE, 124(2), pp. 112-130 (1998).

18. ATC-24, Guidelines of Cyclic Seismic Testing on Com-ponents for Steel Structures, Redwood City, California,U.S.A., Applied Technology Council (1992).

89