Numerical and analytical study of ultimate capacity of steel plate shear walls with partial plate-column connection (SPSW-PC)

[1]  Geoffrey L. Kulak,et al.  Experimental study of steel plate shear walls , 1983 .

[2]  Geoffrey L. Kulak,et al.  Cyclic and static behaviour of thin panel steel plate shear walls , 1987 .

[3]  T. M. Roberts,et al.  HYSTERETIC CHARACTERISTICS OF UNSTIFFENED PLATE SHEAR PANELS , 1991 .

[4]  Saeid Sabouri-Ghomi,et al.  Hysteretic characteristics of unstiffened perforated steel plate shear panels , 1992 .

[5]  Vincent Caccese,et al.  Postbuckling Behavior of Steel-Plate Shear Walls under Cyclic Loads , 1993 .

[6]  Mohamed Elgaaly,et al.  Analysis of Thin-Steel-Plate Shear Walls , 1997 .

[7]  Mohamed Elgaaly,et al.  Thin steel plate shear walls behavior and analysis , 1998 .

[8]  Robert G. Driver,et al.  CYCLIC TEST OF FOUR-STORY STEEL PLATE SHEAR WALL , 1998 .

[9]  Carlos E. Ventura,et al.  Unstiffened Steel Plate Shear Wall Performance under Cyclic Loading , 2000 .

[10]  Abolhassan Astaneh-Asl,et al.  Seismic Behavior and Design of Steel Shear Walls , 2001 .

[11]  C. Matsui,et al.  Experimental Study on Steel Shear Wall with Slits , 2003 .

[12]  J. Berman,et al.  PLASTIC ANALYSIS AND DESIGN OF STEEL PLATE SHEAR WALLS , 2003 .

[13]  In-Rak Choi,et al.  Ductility and Energy Dissipation Capacity of Shear-Dominated Steel Plate Walls , 2008 .

[14]  Michel Bruneau,et al.  Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. I: Experimental Investigation , 2009 .

[15]  In-Rak Choi,et al.  Steel Plate Shear Walls with Various Infill Plate Designs , 2009 .

[16]  Michel Bruneau,et al.  Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations , 2009 .

[17]  Xinbo Ma,et al.  Behavior of steel plate shear wall connected to frame beams only , 2011 .

[18]  Cüneyt Vatansever,et al.  Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections , 2011 .

[19]  Larry Alan Fahnestock,et al.  Behavior and mechanisms of steel plate shear walls with coupling , 2012 .

[20]  Jeffrey W. Berman,et al.  Seismic performance of self-centering steel plate shear walls with beam-only-connected web plates , 2015 .

[21]  Mohammad Abbasi Zoghi,et al.  Progressive collapse analysis of steel building considering effects of infill panels , 2016 .

[22]  Dipti Ranjan Sahoo,et al.  Estimation of lateral force contribution of boundary elements in steel plate shear wall systems , 2017 .

[23]  D. Sahoo,et al.  11.43: Seismic performance of staggered steel plate shear wall systems in high rise buildings , 2017 .

[24]  P. Clayton,et al.  Seismic design and performance of SPSWs with beam-connected web plates , 2018 .

[25]  D. Sahoo,et al.  Seismic behaviour of steel plate shear wall systems with staggered web configurations , 2018 .

[27]  P. Clayton,et al.  Behavior of columns of steel plate shear walls with beam-connected web plates , 2018, Engineering Structures.

[28]  Jinhua Lu,et al.  Experimental study on the hysteretic behavior of steel plate shear wall with unequal length slits , 2018, Journal of Constructional Steel Research.

[29]  Mojtaba Gorji Azandariani,et al.  Cyclic behavior of an energy dissipation system with steel dual-ring dampers (SDRDs) , 2020 .

[30]  M. G. Azandariani,et al.  Shear resistance of retrofitted castellated link beams: Numerical and limit analysis approaches , 2020 .

[31]  M. Kafi,et al.  Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading , 2020 .

[32]  Mojtaba Gorji Azandariani,et al.  Numerical and analytical investigation of cyclic behavior of steel ring dampers (SRDs) , 2020 .

[33]  M. Kafi,et al.  Study of effects of beam-column connection and column rigidity on the performance of SPSW system , 2021 .