Steel and Composite Structures

  • 제37권4호
  • /
  • Pages.447-462
  • /
  • 2020
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A simplified seismic design method for low-rise dual frame-steel plate shear wall structures

  • Bai, Jiulin (School of Civil Engineering, Chongqing University) ;
  • Zhang, Jianyuan (School of Civil Engineering, Chongqing University) ;
  • Du, Ke (Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration) ;
  • Jin, Shuangshuang (School of Civil Engineering, Chongqing Jiaotong University)
  • 투고 : 2020.01.17
  • 심사 : 2020.10.27
  • 발행 : 2020.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, a simplified seismic design method for low-rise dual frame-steel plate shear wall (SPSW) structures is proposed in the framework of performance-based seismic design. The dynamic response of a low-rise structure is mainly dominated by the first-mode and the structural system can be simplified to an equivalent single degree-of-freedom (SDOF) oscillator. The dual frame-SPSW structure was decomposed into a frame system and a SPSW system and they were simplified to an equivalent F-SDOF (SDOF for frame) oscillator and an equivalent S-SDOF (SDOF for SPSW) oscillator, respectively. The analytical models of F-SDOF and S-SDOF oscillators were constructed based on the OpenSees platform. The equivalent SDOF oscillator (D-SDOF, dual SDOF) for the frame-SPSW system was developed by combining the F-SDOF and S-SDOF oscillators in parallel. By employing the lateral force resistance coefficients and seismic demands of D-SDOF oscillator, the design approach of SPSW systems was developed. A 7-story frame-SPSW system was adopted to verify the feasibility and demonstrate the design process of the simplified method. The results also show the seismic demands derived by the equivalent dual SDOF oscillator have a good consistence with that by the frame-SPSW structure.

키워드

과제정보

This study was supported by National Natural Science Foundation of China (No. 51708073) and Chongqing Research Program of Basic Research and Frontier Technology (No. cstc2018jcyjAX0331).

참고문헌

  1. AISC 341(2005), Seismic provisions for structural steel buildings, American Institute of Steel Construction; USA.
  2. Astaneh-Asl, A. (2000), "Steel plate shear walls", US-Japan Partnership for Advanced Steel Structures, US-Japan Workshop on Seismic Fracture Issues in Steel Structures.
  3. Bai, J. and Ou, J. (2016), "Earthquake-resistant design of buckling-restrained braced RC moment frames using performance-based plastic design method", Eng. Struct., 107, 66-79. https://doi.org/10.1016/j.engstruct.2015.10.048.
  4. Bai, J., Jin, S., Zhang, C. and Ou, J. (2016), "Seismic optimization design for uniform damage of reinforced concrete moment-resisting frames using consecutive modal pushover analysis", Adv. Struct. Eng., 19(8), 1313-1327. https://doi.org/10.1177/1369433216642045.
  5. Bai, J., Yang, T.Y., and Ou, J. (2018), "Improved performance-based plastic design for RC moment resisting frames: Development and a comparative case study", Struct. Stab. Dynam., 18(4), 1850050. https://doi.org/10.1142/S0219455418500505.
  6. Berman, J.W. (2011), "Seismic behavior of code designed steel plate shear walls", Eng. Struct., 33(1), 230-244. https://doi.org/10.1016/j.engstruct.2010.10.015.
  7. Berman, J.W. and Bruneau, M. (2008), "Capacity design of vertical boundary elements in steel plate shear walls", Eng. J. AISC, 45(1), 57-71.
  8. Bozorgnia, Y. and Bertero, V.V. (2004), Earthquake Engineering: from Engineering Seismology to Performance-based Engineering, CRC Press, UK.
  9. Calvi, G.M., Priestley, M.J.N. and Kowalsky, M.J. (2007), Displacement based seismic design of structures. New Zealand Conference on Earthquake Engineering, New Zealand.
  10. Chao, S.H., Goel, S.C. and Lee, S.S. (2007), "A seismic design lateral force distribution based on inelastic state of structures", Earthquake Spectra, 23(3), 547-569. https://doi.org/10.1193/1.2753549.
  11. Chatterjee, A.K., Bhowmick, A. and Bagchi, A. (2015), "Development of a simplified equivalent braced frame model for steel plate shear wall systems", Steel Compos. Struct., 18(3), 711-737. https://doi.org/10.12989/scs.2015.18.3.711.
  12. Chopra, A.K. and Goel, R.K. (2004), "A modal pushover analysis procedure to estimate seismic demands for unsymmetric-nsymmetrichovs", Earthq. Eng. Struct. D., 33(8), 903-927. https://doi.org/10.1002/eqe.380.
  13. CSA-S16-01(2001), Limit States Design of Steel Structures, Canadian Standard Association; Toronto, Ontario, Canada.
  14. Dhar, M.M. and Bhowmick, A.K. (2016), "Seismic response estimation of steel plate shear walls using nonlinear static methods", Steel Compos. Struct., 20(4), 777-799. https://doi.org/10.12989/scs.2016.20.4.777.
  15. Elgaaly, M. and Liu, Y. (1997), "Analysis of thin-steel-plate shear walls", Struct. Eng., 123(11), 1487-1496. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1487).
  16. Feng, P., Qiang, H.L. and Ye, L.P. (2017), "Discussion and definition on yield points of materials, members and structure", Eng. Mech, (03), 41-51. https://doi.org/10.6052/j.issn.1000-4750.2016.03.0192.
  17. GB 50936 (2014), Technical code for concrete filled steel tubular structures, Ministry of Housing and Urban Rural Development of the People's Republic of, China.
  18. GB50011(2010), Code for seismic design of buildings, China Architecture & Building Press; Beijing, China.
  19. Ghosh, S., Adam, F. and Das, A. (2009), "Design of steel plate shear walls considering inelastic drift demand", Constr. Steel Res., 65(7), 1431-1437. https://doi.org/10.1016/j.jcsr.2009.02.008.
  20. Guerrero, H., Ji, T., Teran-Gilmore, A. and Escobar, J.A. (2016), "A method for preliminary seismic design and assessment of low-rise structures protected with Buckling-Restrained Braces", Eng. Struct., 123, 141-154. https://doi.org/10.1016/j.engstruct.2016.05.015.
  21. Guo, L., Jia, M., Li, R. and Zhang, S. (2013), "Hysteretic analysis of thin steel plate shear walls", Int. J. Steel Struct., 13(1), 163-174. https://doi.org/10.1007/s13296-013-1015-8.
  22. Guo, L., Li, R., Zhang, S. and Yan, G. (2012), "Hysteretic analysis of steel plate shear walls (SPSWs) and a modified strip model for SPSWs", Adv. Struct. Eng., 15(10), 1751-1764. https://doi.org/10.1260/1369-4332.15.10.1751.
  23. Guo, Y.L. and Zhou, M. (2011), "Research on analytical models for unstiffened steel plate shear walls", Eng. Mech., 28(4), 63-075.
  24. Hamburger, R.O. (2014), "FEMA P-58 seismic performance assessment of buildings", Proceedings of the 10th National Conf. in Earthquake Engineering; Earthquake Engineering Research Institute, Anchorage, AK.
  25. Kharmale, S.B. and Ghosh, S. (2012), "Seismic lateral force distribution for ductility-based design of steel plate shear walls", Earthq. Tsunami, 6(1), 1250004. https://doi.org/10.1142/S1793431112500042.
  26. Kharmale, S.B. and Ghosh, S. (2013), "Performance-based plastic design of steel plate shear walls", Constr. Steel Res., 90, 85-97. https://doi.org/10.1016/j.jcsr.2013.07.029.
  27. Li, R. (2011), "Hysteretic behavior of steel plate shear walls and composite steel plate shear walls". Ph.D. Dissertation; College of Civil Engineering, Harbin University of Technology, Harbin, China.
  28. Liu, S. and Warn, G.P. (2012), "Seismic performance and sensitivity of floor isolation systems in steel plate shear wall structures", Eng. Struct., 42, 115-126. https://doi.org/10.1016/j.engstruct.2012.04.015.
  29. Mazzoni, S., McKenna, F., Scott, M.H. and Fenves, G.L. (2006), Open System for Earthquake Engineering Simulation, User Command-Language Manual, Version 1.7. 3; Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif. http://opensees.berkley.edu/OpenSees/manuals/usermanual/index.html.
  30. Moghimi, H. and Driver, R.G. (2014), "Performance-based capacity design of steel plate shear walls. I: Development principles", Struct. Eng., 140(12), 04014097. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001023.
  31. Moghimi, H. and Driver, R.G. (2014), "Performance-based capacity design of steel plate shear walls. II: Design provisions". Struct. Eng., 140(12), 04014098. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001022.
  32. PEER(2005), PEER Ground Motion Database; Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA. http://peer.berkeley.edu/nga/.
  33. Qu, B. and Bruneau, M. (2010), "Capacity design of intermediate horizontal boundary elements of steel plate shear walls", Struct. Eng., 136(6), 665-675. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000167.
  34. Rezai, M. (1999), "Seismic behaviour of steel plate shear walls by shake table testing", Ph.D. Dissertation; University of British Columbia, Vancouver, Canada.
  35. Teran-Gilmore, A. and Virto-Cambray, N. (2009), "Preliminary design of low-rise buildings stiffened with buckling-restrained braces by a displacement-based approach", Earthq. Spectra, 25(1), 185-211. https://doi.org/10.1193/1.3054638.
  36. Thorburn, L.J., Montgomery, C.J. and Kulak, G.L. (1983), "Analysis of steel plate shear walls", Structural Engineering Report No. 107, Department of Civil Engineering, The Universtity of Alberta, Edmonton, Alberta.
  37. Webster, D.J. (2013), "The inelastic seismic response of steel plate shear wall web plates and their interaction with the vertical boundary members", Ph.D. Dissertation; University of Washington, Washington, USA.