References
[1]. Berman, J.W., and Bruneau, M. (2005). “Experimental
investigation of light-gauge steel plate shear walls”. ASCE
Journal of Structural Engineering, Vol.131, No. 2, pp. 259-
267.
[2]. Bhowmick, A. K. (2009). Seismic Analysis and Design of
Steel Plate Shear Walls. (PhD Dissertation), University of
Alberta, Edmonton, AB, Canada.
[3]. Canadian Standards Association, CAN/CSA-S16-01.
(2009). Limit States Design of Steel Structures, Toronto,
Ontario, Canada.
[4]. Ronny Purba, and Michel Bruneau (2010). “Finite
Element Investigation and Design Recommendations For
Perforated Steel Plate Shear Walls”. Proceedings of the 9th
U.S. National and 10th Canadian Conference on
Earthquake Engineering, Toronto, Ontario, Canada Paper
No. 327
[5]. A.K. Bhowmick, (2012). “Driver Nonlinear Seismic
Analysis of Perforated Steel Plate Shear Walls”. Concordia
University, Canada
[6]. Ricky Chan, Faris Albermani, and S. Kitipornchai,
(2011). “Stiffness and Strength of Perforated Steel Plate
Shear Wall, The Twelfth East Asia-Pacific Conference on
Structural Engineering and Construction”, School of Civil,
Environmental and Chemical Engineering, RMIT University,
Australia
[7]. Darren Vian, M. ASCE, Michel Bruneau, M. ASCE, and Ronny Purba, (2009). “Special Perforated Steel Plate Shear
Walls with Reduced Beam Section Anchor Beams. II:
Analysis and Design Recommendations”. Journal of
Structural Engineering, Vol. 135, No. 3, pp. 221-228. DOI:
10.1061/ASCE0733-94452009135:3221
[8]. S.A.A. Hosseinzadeh, and Mohsen Tehranizadeh,
(2014). “The wall frame interaction effect of in steel plate
shear wall system”. Dept. of Civil Engineering, Golestan
University, Iran
[9]. Erfan Alavi & Fariborz Nateghi, (2012). “Experimental
Study on Diagonally Stiffened Steel Plate Shear Walls with
Central Opening”. Structural Engineering Research Center,
International Institute of Earthquake Engineering and
Seismology”, IIEES, Tehran, Iran.
[10]. AISC 341-05. (2005). “Seismic Provisions for Structural
Steel Buildings”. American Institute of Steel Construction
Inc., Chicago.
[11]. Roberts, T.M., and Sabouri-Ghomi, S., (1992).
“Hysteretic Characteristics of Unstiffened Perforated Steel
Plate Shear Panels”. Thin-walled Structures, Vol. 14, pp.139-
151.
[12]. Vian D, (2004). “Bruneau M. Testing of special LYS steel
th plate shear walls”. In Proceedings of the 13 World
Conference on Earthquake Engineering, Paper No. 978.
Vancouver, Canada: Canadian Association for Earthquake
Engineering; August 1–6.
[13]. P. Memarzadeh, and M. Saadatpour, (2010).
“Nonlinear Dynamic Response and Ductility Requirements
of a Typical Steel Plate Shear Wall Subjected to El Centro
Earthquake”. Iranian Journal of Science & Technology, Vol.
34, pp. 371-384
[14]. Abhishek Verma, and P.R. Maiti, (2012). “Push Over
Analysis of Unstiffened Steel Plate Shear Wall”. International
Journal of Engineering Research and Development, Vol. 1,
No. 12, pp. 41-49.
[15]. H. Valizadeh, M. Sheidaii, and H. Showkatihallada,
(2011). “Experimental investigation on cyclic behaviour of
perforated steel plate shear walls”. Journal of
Constructional Steel Research, Vol. 70, pp. 308-316
[16]. FEMA 310, (1998). Handbook for the Seismic
Evaluation of Buildings. American Society of Civil Engineering.
[17]. Steel Design Guide 20, (1998). Steel Plate Shear Walls.
American Institute of Steel Construction
[18]. Ngawest2.berkeyley.edu
[19]. Deylami A, and Daftari H., (2000). “Non-linear
behaviour of steel shear wall with large rectangular
t h opening”. Proceeding on CD-ROM. 12 World
Conference on Earthquake Eng, NewZealand, pp. 408
[20]. Hitaka, T. and Matsui, C. (2003). “Experimental Study
on Steel Shear Wall with Slits”. J. Struct. Eng., (ASCE), pp. 586-
595.
[21]. M.A. Barkhordari, S.A. Asghar Hosseinzadeh, and M. Seddighi (2014). “Behaviour of steel plate shear walls with
stiffened full height rectangular openings”. Asian Journal of
Civil Engineering (BHRC), Vol.15, No. 5, pp. 741-759.
[22]. Mohammad Hajsadeghi, Milad Bahrebar, and
Tadeh Zirakian, (2015). “Nonlinear buckling analysis of steel
plate shearwalls with trapezoidally-corrugated and
perforated infill plates”. Proceedings of the Annual Stability
Conference Structural Stability Research Council,
Nashville, Tennessee, March 24-27.
[23]. AISC, Steel Design Guide 20, Steel Plate Shear Walls,
Chicago (IL), American Institute of Steel Construction; 2007.
