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A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls

Year 2022, Volume: 33 Issue: 5, 12677 - 12708, 01.09.2022
https://doi.org/10.18400/tekderg.1005342

Abstract

In previous studies various design issues on steel plate shear wall (SPSW) systems under lateral loading were investigated using analytical and experimental methods. However, these studies tried to examine the interactive effect of only a few of design parameters, such as panel aspect ratio, column flexibility parameter, axial load ratio on the boundary frame columns, web plate thickness, stiffness of horizontal and vertical boundary elements and top anchor beam, etc., on the drift capacity and shear force distribution among frame and panel components of SPSWs at a time. This study investigates the effect of all of these parameters in the same framework. A parametric study is conducted on finite element models of 292 3-story SPSWs with rigid beam-to-column connections and designed for specified parameters. By evaluating failure forms from finite element analyses, the limiting (undesired) cases resulting from different combinations of specified geometric properties are identified. A column flexibility factor of 2.2 is proposed instead of the current limit value of 2.5 for satisfactory column performance, improved drift capacity and balanced strength distribution among frame and panel of SPSW. The value of 0.75 for the ratio of plate shear force to total shear force has emerged as a critical threshold value for the strength distribution among plate and frame components in order to conform capacity design principles. This study provides a comprehensive look on the behavior of SPWS for determining the most suitable combination of various parameters in the design of SPSW structures.

References

  • Dusak S, Yalçin C, Yelgin AN. Experimental investigation of using sandwich panels as infill plate in a steel plate shear wall. Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers 2020;31:10413–39. https://doi.org/10.18400/TEKDERG.559036.
  • Li CH, Tsai KC. Experimental responses of four 2-story narrow steel plate shear walls. Proceedings of 2008 Structural Congress, vol. 314, Vancouver, Canada, 2008. https://doi.org/10.1061/41016(314)101.
  • Thorburn LJ, Montgomery CJ, Kulak GL. Analysis of steel plate shear walls. Edmonton, Canada, 1983.
  • Timler PA, Kulak GL. Experimental Study of Steel Plate Shear Walls, 1983. https://doi.org/10.7939/R3C24QV49.
  • AISC. Seismic Provisions for Structural Steel Buildings. ANSI/AISC 341 2016;16.
  • Sabelli R, Bruneau M. Steel Plate Shear Walls (Steel Design Guide 20). American Institute of Steel Construction Inc, 2006.
  • Berman J, Bruneau M. Plastic analysis and design of steel plate shear walls. Journal of Structural Engineering 129:1448–56, 2003.
  • Wagner H. Flat sheet metal girder with very thin metal web: Part 1: General theories and assumptions. National Advisory Committee for Aeronautics, 1931.
  • Kuhn P, Peterson JP, Levin LR. A summary of diagonal tension Part I: methods of analysis, 1952.
  • Montgomery CJ, Medhekar M, Lubell AS, Prion HGL, Ventura CE, Rezai M. Unstiffened steel plate shear wall performance under cyclic loading. Journal of Structural Engineering 127:973–5, 2001. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:8(973).
  • CAN CSA. CSA-S16-09 limit states design of steel structures. Rexdale, Canadian Standard Association, 2009.
  • AISC. Seismic Provisions for Structural Steel Buildings. Chicago, Illinois, 2005.
  • Purba R, Bruneau M. Seismic performance of steel plate shear walls considering two different design philosophies of infill plates. II: Assessment of collapse potential (2014 b). Journal of Structural Engineering (United States) 141:1–12, 2015. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001097.
  • Berman JW. Seismic behavior of code designed steel plate shear walls. Engineering Structures 33:230–44, 2011. https://doi.org/10.1016/j.engstruct.2010.10.015.
  • Verma A, Sahoo DR. Estimation of lateral force contribution of boundary elements in steel plate shear wall systems. Earthquake Engineering and Structural Dynamics 46:1081–98, 2017. https://doi.org/10.1002/eqe.2845.
  • Hosseinzadeh SAA, Tehranizadeh M. Behavioral characteristics of code designed steel plate shear wall systems. Journal of Constructional Steel Research 99:72–84, 2014. https://doi.org/10.1016/j.jcsr.2014.04.004.
  • Uang CM, Bruneau M. State-of-the-Art Review on Seismic Design of Steel Structures. Journal of Structural Engineering 144, 2018. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001973.
  • Qin Y, Lu JY, Huang LCX, Cao S. Flexural behavior of anchor horizontal boundary element in steel plate shear wall. International Journal of Steel Structures 17:1073–86, 2017. https://doi.org/10.1007/s13296-017-9017-6.
  • Dastfan M, Driver RG. Flexural stiffness limits for frame members of steel plate shear wall systems. Proceeding, Annual Stability Conference, p. 321–34, 2008.
  • Yu JG, Feng XT, Li B, Hao JP, Elamin A, Ge ML. Performance of steel plate shear walls with axially loaded vertical boundary elements. Thin-Walled Structures 125:152–63, 2018. https://doi.org/10.1016/j.tws.2018.01.021.
  • Curkovic I, Skejic D, Dzeba I. Impact of column flexural stiffness on behaviour of steel plate shear walls. Ce/Papers 1:3023–32, 2017. https://doi.org/10.1002/cepa.354.
  • Qu B, Guo X, Pollino M, Chi H. Effect of column stiffness on drift concentration in steel plate shear walls. Journal of Constructional Steel Research 83:105–16, 2013. https://doi.org/10.1016/j.jcsr.2013.01.004.
  • Qu B, Bruneau M. Behavior of vertical boundary elements in steel plate shear walls. Engineering Journal 47:109–22, 2010.
  • Sahoo DR, Sidhu BS, Kumar A. Behavior of unstiffened steel plate shear wall with simple beam-to-column connections and flexible boundary elements. International Journal of Steel Structures 15:75–87, 2015. https://doi.org/10.1007/s13296-015-3005-5.
  • Gholipour M, Alinia MM. Behavior of multi-story code-designed steel plate shear wall structures regarding bay width. Journal of Constructional Steel Research 122:40–56, 2016. https://doi.org/10.1016/j.jcsr.2016.01.020.
  • Matteis GDE, Formisano A, Mazzolani FM. Numerical analysis of slender steel shear panels for assessing design formulas. International Journal of Structural Stability and Dynamics 2007;7:273–94.
  • Kazaz İ, Gülkan P. Süneklik düzeyi yüksek betonarme perdelerdeki hasar sınırları. Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers 23:6113–40, 2012. https://doi.org/10.18400/td.74396.
  • Lubell AS. Performance of unstiffened steel plate shear walls under cyclic quasi-static loading. University of British Columbia, 1997.
  • Wang M, Shi Y, Xu J, Yang W, Li Y. Experimental and numerical study of unstiffened steel plate shear wall structures. Journal of Constructional Steel Research 112:373–86, 2015. https://doi.org/10.1016/j.jcsr.2015.05.002.
  • Park H-G, Kwack J-H, Jeon S-W, Kim W-K, Choi I-R. Framed steel plate wall behavior under cyclic lateral loading. Journal of Structural Engineering 133:378–88, 2007. https://doi.org/10.1061/(asce)0733-9445(2007)133:3(378).
  • Choi IR, Park HG. Ductility and energy dissipation capacity of shear-dominated steel plate walls. Journal of Structural Engineering 134:1495–507, 2008. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:9(1495).
  • ANSYS. ANSYS Mechanical APDL. © ANSYS, Inc 2011:www.ansys.com. https://doi.org/www.ansys.com.

A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls

Year 2022, Volume: 33 Issue: 5, 12677 - 12708, 01.09.2022
https://doi.org/10.18400/tekderg.1005342

Abstract

In previous studies various design issues on steel plate shear wall (SPSW) systems under lateral loading were investigated using analytical and experimental methods. However, these studies tried to examine the interactive effect of only a few of design parameters, such as panel aspect ratio, column flexibility parameter, axial load ratio on the boundary frame columns, web plate thickness, stiffness of horizontal and vertical boundary elements and top anchor beam, etc., on the drift capacity and shear force distribution among frame and panel components of SPSWs at a time. This study investigates the effect of all of these parameters in the same framework. A parametric study is conducted on finite element models of 292 3-story SPSWs with rigid beam-to-column connections and designed for specified parameters. By evaluating failure forms from finite element analyses, the limiting (undesired) cases resulting from different combinations of specified geometric properties are identified. A column flexibility factor of 2.2 is proposed instead of the current limit value of 2.5 for satisfactory column performance, improved drift capacity and balanced strength distribution among frame and panel of SPSW. The value of 0.75 for the ratio of plate shear force to total shear force has emerged as a critical threshold value for the strength distribution among plate and frame components in order to conform capacity design principles. This study provides a comprehensive look on the behavior of SPWS for determining the most suitable combination of various parameters in the design of SPSW structures.

References

  • Dusak S, Yalçin C, Yelgin AN. Experimental investigation of using sandwich panels as infill plate in a steel plate shear wall. Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers 2020;31:10413–39. https://doi.org/10.18400/TEKDERG.559036.
  • Li CH, Tsai KC. Experimental responses of four 2-story narrow steel plate shear walls. Proceedings of 2008 Structural Congress, vol. 314, Vancouver, Canada, 2008. https://doi.org/10.1061/41016(314)101.
  • Thorburn LJ, Montgomery CJ, Kulak GL. Analysis of steel plate shear walls. Edmonton, Canada, 1983.
  • Timler PA, Kulak GL. Experimental Study of Steel Plate Shear Walls, 1983. https://doi.org/10.7939/R3C24QV49.
  • AISC. Seismic Provisions for Structural Steel Buildings. ANSI/AISC 341 2016;16.
  • Sabelli R, Bruneau M. Steel Plate Shear Walls (Steel Design Guide 20). American Institute of Steel Construction Inc, 2006.
  • Berman J, Bruneau M. Plastic analysis and design of steel plate shear walls. Journal of Structural Engineering 129:1448–56, 2003.
  • Wagner H. Flat sheet metal girder with very thin metal web: Part 1: General theories and assumptions. National Advisory Committee for Aeronautics, 1931.
  • Kuhn P, Peterson JP, Levin LR. A summary of diagonal tension Part I: methods of analysis, 1952.
  • Montgomery CJ, Medhekar M, Lubell AS, Prion HGL, Ventura CE, Rezai M. Unstiffened steel plate shear wall performance under cyclic loading. Journal of Structural Engineering 127:973–5, 2001. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:8(973).
  • CAN CSA. CSA-S16-09 limit states design of steel structures. Rexdale, Canadian Standard Association, 2009.
  • AISC. Seismic Provisions for Structural Steel Buildings. Chicago, Illinois, 2005.
  • Purba R, Bruneau M. Seismic performance of steel plate shear walls considering two different design philosophies of infill plates. II: Assessment of collapse potential (2014 b). Journal of Structural Engineering (United States) 141:1–12, 2015. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001097.
  • Berman JW. Seismic behavior of code designed steel plate shear walls. Engineering Structures 33:230–44, 2011. https://doi.org/10.1016/j.engstruct.2010.10.015.
  • Verma A, Sahoo DR. Estimation of lateral force contribution of boundary elements in steel plate shear wall systems. Earthquake Engineering and Structural Dynamics 46:1081–98, 2017. https://doi.org/10.1002/eqe.2845.
  • Hosseinzadeh SAA, Tehranizadeh M. Behavioral characteristics of code designed steel plate shear wall systems. Journal of Constructional Steel Research 99:72–84, 2014. https://doi.org/10.1016/j.jcsr.2014.04.004.
  • Uang CM, Bruneau M. State-of-the-Art Review on Seismic Design of Steel Structures. Journal of Structural Engineering 144, 2018. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001973.
  • Qin Y, Lu JY, Huang LCX, Cao S. Flexural behavior of anchor horizontal boundary element in steel plate shear wall. International Journal of Steel Structures 17:1073–86, 2017. https://doi.org/10.1007/s13296-017-9017-6.
  • Dastfan M, Driver RG. Flexural stiffness limits for frame members of steel plate shear wall systems. Proceeding, Annual Stability Conference, p. 321–34, 2008.
  • Yu JG, Feng XT, Li B, Hao JP, Elamin A, Ge ML. Performance of steel plate shear walls with axially loaded vertical boundary elements. Thin-Walled Structures 125:152–63, 2018. https://doi.org/10.1016/j.tws.2018.01.021.
  • Curkovic I, Skejic D, Dzeba I. Impact of column flexural stiffness on behaviour of steel plate shear walls. Ce/Papers 1:3023–32, 2017. https://doi.org/10.1002/cepa.354.
  • Qu B, Guo X, Pollino M, Chi H. Effect of column stiffness on drift concentration in steel plate shear walls. Journal of Constructional Steel Research 83:105–16, 2013. https://doi.org/10.1016/j.jcsr.2013.01.004.
  • Qu B, Bruneau M. Behavior of vertical boundary elements in steel plate shear walls. Engineering Journal 47:109–22, 2010.
  • Sahoo DR, Sidhu BS, Kumar A. Behavior of unstiffened steel plate shear wall with simple beam-to-column connections and flexible boundary elements. International Journal of Steel Structures 15:75–87, 2015. https://doi.org/10.1007/s13296-015-3005-5.
  • Gholipour M, Alinia MM. Behavior of multi-story code-designed steel plate shear wall structures regarding bay width. Journal of Constructional Steel Research 122:40–56, 2016. https://doi.org/10.1016/j.jcsr.2016.01.020.
  • Matteis GDE, Formisano A, Mazzolani FM. Numerical analysis of slender steel shear panels for assessing design formulas. International Journal of Structural Stability and Dynamics 2007;7:273–94.
  • Kazaz İ, Gülkan P. Süneklik düzeyi yüksek betonarme perdelerdeki hasar sınırları. Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers 23:6113–40, 2012. https://doi.org/10.18400/td.74396.
  • Lubell AS. Performance of unstiffened steel plate shear walls under cyclic quasi-static loading. University of British Columbia, 1997.
  • Wang M, Shi Y, Xu J, Yang W, Li Y. Experimental and numerical study of unstiffened steel plate shear wall structures. Journal of Constructional Steel Research 112:373–86, 2015. https://doi.org/10.1016/j.jcsr.2015.05.002.
  • Park H-G, Kwack J-H, Jeon S-W, Kim W-K, Choi I-R. Framed steel plate wall behavior under cyclic lateral loading. Journal of Structural Engineering 133:378–88, 2007. https://doi.org/10.1061/(asce)0733-9445(2007)133:3(378).
  • Choi IR, Park HG. Ductility and energy dissipation capacity of shear-dominated steel plate walls. Journal of Structural Engineering 134:1495–507, 2008. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:9(1495).
  • ANSYS. ANSYS Mechanical APDL. © ANSYS, Inc 2011:www.ansys.com. https://doi.org/www.ansys.com.
There are 32 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Articles
Authors

Muhammmed Gürbüz 0000-0001-6628-3363

İlker Kazaz 0000-0002-3885-1885

Publication Date September 1, 2022
Submission Date October 6, 2021
Published in Issue Year 2022 Volume: 33 Issue: 5

Cite

APA Gürbüz, M., & Kazaz, İ. (2022). A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls. Teknik Dergi, 33(5), 12677-12708. https://doi.org/10.18400/tekderg.1005342
AMA Gürbüz M, Kazaz İ. A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls. Teknik Dergi. September 2022;33(5):12677-12708. doi:10.18400/tekderg.1005342
Chicago Gürbüz, Muhammmed, and İlker Kazaz. “A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls”. Teknik Dergi 33, no. 5 (September 2022): 12677-708. https://doi.org/10.18400/tekderg.1005342.
EndNote Gürbüz M, Kazaz İ (September 1, 2022) A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls. Teknik Dergi 33 5 12677–12708.
IEEE M. Gürbüz and İ. Kazaz, “A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls”, Teknik Dergi, vol. 33, no. 5, pp. 12677–12708, 2022, doi: 10.18400/tekderg.1005342.
ISNAD Gürbüz, Muhammmed - Kazaz, İlker. “A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls”. Teknik Dergi 33/5 (September 2022), 12677-12708. https://doi.org/10.18400/tekderg.1005342.
JAMA Gürbüz M, Kazaz İ. A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls. Teknik Dergi. 2022;33:12677–12708.
MLA Gürbüz, Muhammmed and İlker Kazaz. “A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls”. Teknik Dergi, vol. 33, no. 5, 2022, pp. 12677-08, doi:10.18400/tekderg.1005342.
Vancouver Gürbüz M, Kazaz İ. A Numerical Investigation on the Limitations of Design Equations for Steel Plate Shear Walls. Teknik Dergi. 2022;33(5):12677-708.