Smart Structures and Systems

  • 제27권3호
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  • Pages.467-478
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  • 2021
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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Seismic behavior of a two-level control system with double vertical shear links in series

  • 투고 : 2020.06.25
  • 심사 : 2020.11.29
  • 발행 : 2021.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

To improve seismic behavior of structures, a two-level control system is proposed in this paper where by combining two vertical shear panels in series in a chevron bracing configuration, Double-Vertical Shear Panel, D-VSP is introduced. Utilizing two-levels of energy absorption for two different earthquake intensity levels, D-VSP is expected to beneficially change dynamic behavior parameters like strength, stiffness and damping ratio through increasing ductility. To validate research, a VSP is modeled in ABAQUS and related numerical results are compared to those of a previous experimental work. Pushover, quasistatic cyclic and seismic analyses are conducted on two models. The hysteresis curves show symmetric two-level behavior with stable strength and stiffness leading to increase ductility ratio up to 29.4%. Maximum displacement and maximum base shear under seismic loading decrease 5.91 and 11.18% respectively under moderate earthquakes when D-VSP system uses only first fuse, saving second fuse for severe earthquakes. However, in a strong earthquake, both of the shear panels absorb seismic energy and can control vibration better than conventional systems with one level control mechanism. The proposed system using a weaker panel can better control an extensive range of earthquakes as well as the earthquake with foreshocks.

키워드

참고문헌

  1. ABAQUS (2014), Finite Element Analysis Program, Version 6.14.2. User's Manual.
  2. AISC (2005), Steel Construction Manual, American Institute of Steel Construction, 13th Edition, Chicago, IL, USA.
  3. AISC 341 (2010), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA, June 22.
  4. Buravalla, V.R. and Bhattacharya, B. (2007), "A new hybrid vibration control methodology using a combination of magnetostrictive and hard damping alloys", Smart Struct. Syst., Int. J., 3(4), 405-422. https://doi.org/10.12989/sss.2007.3.4.405
  5. Casciati, F., Rodellar, J. and Yildirim, U. (2012), "Active and semi-active control of structures-theory and applications: A review of recent advances", J. Intell. Mater. Syst. Struct., 23(11), 1181-1195. https://doi.org/10.1177/1045389X12445029
  6. Cheraghi, A. and Zahrai, S.M. (2017), "Cyclic testing of multilevel pipe in pipe damper", J. Earthq. Eng., 23(10), 1695-1718. https://doi.org/10.1080/13632469.2017.1387191
  7. Duan, L. and Su, M. (2017), "Seismic testing of high-strength steel eccentrically braced frames with a vertical link", Proceedings of the Institution of Civil Engineers - Structures and Buildings, 170(11), 1-9. https://doi.org/10.1680/jstbu.16.00100
  8. Ghamari, A., Haeri, H., Khaloo, A. and Zhu, Z. (2019), "Improving the hysteretic behavior of Concentrically Braced Frame (CBF) by a proposed shear damper", Steel Compos. Struct., Int. J., 30(4), 383-392. https://doi.org/10.12989/scs.2019.30.4.383
  9. Hosseini Hashemi, B. and Moaddab, E. (2017), "Experimental study of a hybrid structural damper for multi-seismic levels", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 170(10), 722-734. https://doi.org/10.1680/jstbu.15.00122
  10. Hossain, M.R. and Ashraf, M. (2012), "Mathematical modelling of yielding shear panel device", Thin-Wall. Struct., 59, 153-161. https://doi.org/10.1016/j.tws.2012.04.018
  11. Hossain, M.R., Ashraf, M. and Albermani, F. (2011), "Numerical modelling of yielding shear panel device for passive energy dissipation", Thin-Wall. Struct., 49(8), 1032-1044. https://doi.org/10.1016/j.tws.2011.03.003
  12. Krawinkler, H. (1992), Guidelines for cyclic seismic testing of components of steel structures (ATC - 24).
  13. Lee, C.H., Ju, Y.K., Min, J.K., Lho, S.H. and Kim, S.D. (2015), "Non-uniform steel strip dampers subjected to cyclic loadings", Eng. Struct., 99, 192-204. https://doi.org/10.1016/j.engstruct.2015.04.052
  14. Lee, C., Kim, J., Kim, D., Ryu, J. and Ju, Y.K. (2016), "Numerical and experimental analysis of combined behavior of shear- type friction damper and non-uniform strip damper for multi-level seismic protection", Eng. Struct., 114, 75-92. https://doi.org/10.1016/j.engstruct.2016.02.007
  15. Li, S., Wang, Q.R., Li, X.L. and Tian, J.B. (2020), "Seismic performance of Y-type eccentrically braced frames combined with high-strength steel based on performance-based seismic design", Struct. Des. Tall Special Build., 29(11). https://doi.org/10.1002/tal.1689
  16. Lian, M. and Su, M. (2017a), "Seismic performance of high-strength steel fabricated eccentrically braced frame with vertical shear link", J. Constr. Steel Res., 137(10), 262-285. https://doi.org/10.1016/j.jcsr.2017.06.022
  17. Lian, M. and Su, M. (2017b), "Experimental study and simplified analysis of EBF fabricated with high strength steel", J. Constr. Steel Res., 139(12), 6-17. https://doi.org/10.1016/j.jcsr.2017.09.013
  18. Lian, M. and Su, M. (2017c), "Shake table test of Y-shaped eccentrically braced frames fabricated with high-strength steel", Earthq. Struct., Int. J., 12(5), 501-503. https://doi.org/10.12989/eas.2017.12.5.501
  19. Lian, M. and Su, M. (2018), "Seismic testing and numerical analysis of Y-shaped eccentrically braced frame made of highstrength steel", Struct. Des. Tall Special Build., 27(6), e1455. https://doi.org/10.1002/tal.1455
  20. Lian, M., Su, M. and Guo, Y. (2015), "Seismic performance of eccentrically braced frames with high strength steel combination", Steel Compos. Struct., Int. J., 18(6), 1517-1539. https://doi.org/10.12989/scs.2015.18.6.1517
  21. Lian, M., Su, M. and Guo, Y. (2017), "Experimental performance of Y-shaped eccentrically braced frames fabricated with high strength steel", Steel Compos. Struct., Int. J., 24(4), 441-453. https://doi.org/10.12989/scs.2017.24.4.441
  22. Mait, D.K., Shyju, P.P. and Vijayaraju, K. (2006), "Vibration control of mechanical systems using semi-active MR-damper", Smart Struct. Syst., Int. J., 2(1), 61-80. https://doi.org/https://doi.org/10.12989/sss.2006.2.1.061
  23. Makihara, K. (2012), "Energy-efficiency enhancement and displacement-offset elimination for hybrid vibration control", Smart Struct. Syst., Int. J., 10(3), 193-207. https://doi.org/https://doi.org/10.12989/sss.2012.10.3.193
  24. Nakashima, M., Iwai, S., Iwata, M., Takeuchi, T., Konomi, S., Akazawa, T. and Saburi, K. (1994), "Energy dissipation behaviour of shear panels made of low yield steel", Earthq. Eng. Struct. Dyn., 23(12), 1299-1313. https://doi.org/10.1002/eqe.4290231203
  25. Oinam, R.M. and Sahoo, D.R. (2018a), "Numerical evaluation of seismic response of soft-story RC frames retrofitted with passive devices", Bull. Earthq. Eng., 16(2), 983-1006. https://doi.org/10.1007/s10518-017-0240-5
  26. Oinam, R.M. and Sahoo, D.R. (2018b), "Using metallic dampers to improve seismic performance of soft-story RC frames: Experimental and numerical study", J. Perform. Constr. Facil., 33(1). https://doi.org/10.1061/(ASCE)CF.1943-5509.0001254
  27. Preumont, A. (1999), "Vibration control of active structures: an introduction", Meccanica, 34, 139. https://doi.org/10.1023/A:1004398914135
  28. Rai, D.C., Annam, P.K. and Pradhan, T. (2013), "Seismic testing of steel braced frames with aluminum shear yielding dampers", Eng. Struct., 46, 737-747. https://doi.org/10.1016/j.engstruct.2012.08.027
  29. Ranaei, O. and Aghakouchak, A.A. (2018), "A new hybrid energy dissipation system with viscoelastic and flexural yielding strips dampers for multi-level vibration control", Arch. Civil Mech. Eng., 19(2). https://doi.org/10.1016/j.acme.2018.12.005
  30. Roeder, C.R. and Popov, E.P. (1978), "Eccentrically braced steel frames for earthquakes", J. Struct. Div., 104(3), 391-412. https://doi.org/10.1061/JSDEAG.0004875
  31. Rousta, A.M. and Zahrai, S.M. (2017), "Cyclic testing of innovative two-level control system : Knee brace & vertical link in series in chevron braced steel frames", Struct. Eng. Mech., Int. J., 64(3), 301-310. https://doi.org/10.12989/sem.2017.64.3.301
  32. Sahoo, D.R., Singhal, T., Taraithia, S.S. and Saini, A. (2015), "Cyclic behavior of shear-and- flexural yielding metallic dampers", J. Constr. Steel Res., 114, 247-257. https://doi.org/10.1016/j.jcsr.2015.08.006
  33. Seki, M., Katsumata. H., Uchida, H. and Takeda, T. (1988), "Study on earthquake response of two-storied steel frame with Y-shaped braces", Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan.
  34. Silwal, B., Michael, R.J. and Ozbulut, O.E. (2015), "A superelastic viscous damper for enhanced seismic performance of steel moment frames", Eng. Struct., 105, 152-164. https://doi.org/10.1016/j.engstruct.2015.10.005
  35. Soong, T. and Dargush, G. (1997), Passive Energy Dissipation Systems in Structural Engineering, Willey.
  36. Symans, M.D. and Constantinou, M.C. (1999), "Semi-active control systems for seismic protection of structures: a state-of-the-art review", Eng. Struct., 21(6), 469-487. https://doi.org/10.1016/S0141-0296(97)00225-3
  37. Wei, B., Li, C., Jia, X., He, X. and Yang, M. (2019), "Effects of shear keys on seismic performance of an isolation system", Smart Struct. Syst., Int. J., 24(3), 345-360. https://doi.org/10.12989/sss.2019.24.3.345
  38. Ying, Z.G., Ni, Y.Q. and Ko, J.M. (2009), "A semi-active stochastic optimal control strategy for nonlinear structural systems with MR dampers", Smart Struct. Syst., Int. J., 5(1), 69-79. https://doi.org/10.12989/sss.2009.5.1.069
  39. Zahrai, S.M. (2015), "Cyclic testing of chevron braced steel frames with IPE shear panels", Steel Compos. Struct., Int. J., 19(5), 1167-1184. https://doi.org/10.12989/scs.2015.19.5.1167
  40. Zahrai, S.M. and Bruneau, M. (1999), "Ductile end-diaphragm for seismic retrofit of slab-on-girder steel bridges", J. Struct. Eng., 125(1), 71-80. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:1(71)
  41. Zahrai, S.M. and Cheraghi, A. (2017a), "Improving cyclic behavior of multi - level pipe damper using infill or slit diaphragm inside inner pipe", Struct. Eng. Mech., Int. J., 64(2), 195-204. https://doi.org/10.12989/sem.2017.64.2.195
  42. Zahrai, S.M. and Cheraghi, A. (2017b), "Reducing seismic vibrations of typical steel buildings using new multi-level yielding pipe damper", Int. J. Steel Struct., 17(3), 1-16. https://doi.org/10.1007/s13296-017-9010-0
  43. Zahrai, S.M. and Jalali, M. (2014), "Experimental and analytical investigations on seismic behavior of ductile steel knee braced frames", Steel Compos. Struct., Int. J., 16(1), 1-21. https://doi.org/10.12989/scs.2014.16.1.001
  44. Zahrai, S.M. and Moslehi Tabar, A. (2006), "Cyclic Behavior of Steel Braced Frames Using Shear Panel System", Asian J. Civil Eng., 7(1), 13-26.
  45. Zahrai, S.M. and Moslehi Tabar, A. (2013), "Analytical study on cyclic behavior of chevron braced frames with shear panel system considering post-yield deformation", Can. J. Civil Eng., 40(7), 633-643. https://doi.org/10.1139/cjce-2012-0430
  46. Zahrai, S.M. and Vosooq, A.K. (2013), "Study of an innovative two-stage control system : Chevron knee bracing & shear panel in series connection", Struct. Eng. Mech., Int. J., 47(6), 881-898. https://doi.org/10.12989/sem.2013.47.6.881