DOI QR코드

DOI QR Code

Capacity design of boundary elements of beam-connected buckling restrained steel plate shear wall

  • Liu, Wen-Yang (College of Engineering, Heilongjiang Bayi Agricultural University) ;
  • Li, Guo-Qiang (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Jiang, Jian (Engineering Laboratory, National Institute of Standards and Technology)
  • 투고 : 2018.04.15
  • 심사 : 2018.09.14
  • 발행 : 2018.10.25

초록

As a lateral load resisting component, buckling restrained steel plate shear walls (BRW) have excellent energy dissipating capacity. Similar to thin steel plate shear walls, the mechanical behavior of BRWs depends on the boundary elements (adjacent beams and columns) which need adequate strength and stiffness to ensure the complete yielding of BRWs and the emergence of expected plastic collapse mechanism of frame. This paper presents a theoretical approach to estimate the design forces for boundary elements of beam-connected BRW (i.e., The BRW is only connected to beams at its top and bottom, without connections to columns) using a fundamental plastic collapse mechanism of frame, a force transferring model of beam-connected BRW and linear beam and column analysis. Furthermore, the design method of boundary beams and columns is presented. The proposed approach does not involve nonlinear analyses, which can be easily and efficiently used to estimate the design forces of beams and columns in a frame with BRWs. The predicted design forces of boundary elements are compared with those from nonlinear finite element analyses, and a good agreement is achieved.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Natural Science Foundation of Heilongjiang Province, Heilongjiang Bayi Agricultural University

참고문헌

  1. AISC, ANSI/AISC 341-10 (2010), Seismic provisions for structural steel buildings, American Institute of Steel Construction; Chicago, IL, USA.
  2. Berman, J.W. and Bruneau, M. (2008), "Capacity design of vertical boundary elements in steel plate shear walls", Eng. J., 45(1), 57-71.
  3. Bhowmick, A.K., Driver, R.G. and Grondin, G.Y. (2011), "Application of indirect capacity design principles for seismic design of steel-plate shear walls", J. Struct. Eng., 137(4), 521-530. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000303
  4. Clayton, P.M., Berman, J.W. and Lowes, L.N. (2015), "Seismic performance of self-centering steel plate shear walls with beamonly-connected web plates", J. Constr. Steel Res., 106, 198-208. https://doi.org/10.1016/j.jcsr.2014.12.017
  5. Jalali, S.A. and Banazadeh, M. (2016), "Computer-based evaluation of design methods used for a steel plate shear wall system", Struct. Des. Tall Special Build., 25(17), 904-925. https://doi.org/10.1002/tal.1290
  6. Li, G.Q., Liu, W.Y., Lu, Y. and Sun, F.F. (2015), "Stressing mechanism and equivalent brace model for buckling restrained steel plate shear wall with two-sided connections", J. Build. Struct., 36(4), 33-41. [In Chinese)
  7. Liu, W.Y. (2016), "Study on mechanical performance of reinforced concrete frame with buckling restrained steel plate shear wall", Ph.D. Dissertation; Tongji University, Shanghai, China.
  8. Liu, W.Y., Li, G.Q. and Jiang, J. (2017), "Mechanical behavior of buckling restrained steel plate shear walls with two-side connections", Eng. Struct., 138, 283-292. https://doi.org/10.1016/j.engstruct.2017.02.010
  9. Liu, W.Y., Li, G.Q. and Jiang, J. (2018), "Experimental study on reinforced concrete frames with two-side connected bucklingrestrained steel plate shear walls", Adv. Struct. Eng., 21(3), 460-473. https://doi.org/10.1177/1369433217719985
  10. Moghimi, H. and Driver, R.G. (2014a), "Beam design force demands in steel plate shear walls with simple boundary frame connections", J. Struct. Eng., 140(7), 04014046. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000993
  11. Moghimi, H. and Driver, R.G. (2014b), "Performance-based capacity design of steel plate shear walls. I: development principles", Journal of Structural Engineering, 140(12), 04014097. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001023
  12. Moghimi, H. and Driver, R.G. (2014c), "Performance-based capacity design of steel plate shear walls. II: design provisions", J. Struct. Eng., 140(12), 04014098. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001022
  13. Ozcelik, Y. and Clayton, P.M. (2017), "Strip model for steel plate shear walls with beam-connected web plates", Eng. Struct., 136, 369-379. https://doi.org/10.1016/j.engstruct.2017.01.051
  14. Ozcelik, Y. and Clayton, P.M. (2018a), "Seismic design and performance of SPSWs with beam-connected web plates", J. Constr. Steel Res., 142, 55-67. https://doi.org/10.1016/j.jcsr.2017.12.004
  15. Ozcelik, Y. and Clayton, P.M. (2018b), "Behavior of columns of steel plate shear walls with beam-connected web plates", Eng. Struct., 172, 820-832. https://doi.org/10.1016/j.engstruct.2018.06.087
  16. Park, H.G., Kwack, J.H. and Jeon, S.W. (2007), "Framed steel plate wall behavior under cyclic lateral loading", J. Struct. Eng., 133(3), 378-388. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:3(378)
  17. Qin, Y., Lu, J.Y., Huang, L.C.X. and Cao, S. (2017a), "Flexural behavior of beams in steel plate shear walls", Steel Compos. Struct., Int. J., 23(4), 473-481. https://doi.org/10.12989/scs.2017.23.4.473
  18. Qin, Y., Lu, J.Y., Huang, L.C.X. and Cao, S. (2017b), "Flexural behavior of anchor horizontal boundary element in steel plate shear wall", Int. J. Steel Struct., 17(3), 1073-1086. https://doi.org/10.1007/s13296-017-9017-6
  19. Qu, B. and Bruneau, M. (2008), "Seismic behavior and design of boundary frame members of steel plate shear walls", Technical Rep. No. MCEER-08-0012, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, New York, NY, USA.
  20. Qu, B. and Bruneau, M. (2010), "Capacity design of intermediate horizontal boundary elements of steel plate shear walls", J. Struct. Eng., 136(6), 665-675. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000167
  21. Qu, B. and Bruneau, M. (2011), "Plastic moment of intermediate horizontal boundary elements of steel plate shear walls", Eng. J., AISC, 48(1), 49-64.
  22. Shekastehband, B., Azaraxsh, A.A. and Showkati, H. (2017), "Hysteretic behavior of perforated steel plate shear walls with beam-only connected infill plates", Steel Compos. Struct., Int. J., 25(4), 505-521.
  23. Thorburn C.J., Kulak L.J. and Montgomery G.L. (1983), "Analysis of steel plate shear walls", Structural Engineering Report No. 107, University of Alberta, Edmonton, Alberta, Canada.
  24. Vatansever, C. and Yardimci, N. (2011), "Experimental investigation of thin steel plate shear walls with different infillto-boundary frame connections", Steel Compos. Struct., Int. J., 11(3), 251-271. https://doi.org/10.12989/scs.2011.11.3.251

피인용 문헌

  1. Behavior of FRP-reinforced steel plate shear walls with various reinforcement designs vol.33, pp.5, 2019, https://doi.org/10.12989/scs.2019.33.5.729
  2. Behavior of L-shaped double-skin composite walls under compression and biaxial bending vol.37, pp.4, 2020, https://doi.org/10.12989/scs.2020.37.4.405