Structural Engineering and Mechanics

  • 제66권2호
  • /
  • Pages.217-227
  • /
  • 2018
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of soil in controlling the seismic response of three-dimensional PBPD high-rise concrete structures

  • 투고 : 2017.01.18
  • 심사 : 2018.01.23
  • 발행 : 2018.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

In the last decades, valuable results have been reported regarding conventional passive, active, semi-active, and hybrid structural control systems on two-dimensional and a few three-dimensional shear buildings. In this research, using a three-dimensional finite element model of high-rise concrete structures, designed by performance based plastic design method, it was attempted to construct a relatively close to reality model of concrete structures equipped with Tuned Mass Damper (TMD) by considering the effect of soil-structure interaction (SSI), torsion effect, hysteresis behavior and cracking effect of concrete. In contrast to previous studies which have focused mainly on linearly designed structures, in this study, using performance-based plastic design (PBPD) design approach, nonlinear behavior of the structures was considered from the beginning of the design stage. Inelastic time history analysis on a detailed model of twenty-story concrete structure was performed under a far-field ground motion record set. The seismic responses of the structure by considering SSI effect are studied by eight main objective functions that are related to the performance of the structure, containing: lateral displacement, acceleration, inter-story drift, plastic energy dissipation, shear force, number of plastic hinges, local plastic energy and rotation of plastic hinges. The tuning problem of TMD based on tuned mass spectra is set by considering five of the eight previously described functions. Results reveal that the structural damage distribution range is retracted and inter-story drift distribution in height of the structure is more uniform. It is strongly suggested to consider the effect of SSI in structural design and analysis.

키워드

참고문헌

  1. (FEMA), F.E.M.A. (2009), Quantification of Building Seismic Performance Factors, FEMA P695, Washington, U.S.A.
  2. Abe, M. and Fujino, Y. (1994), "Dynamic characterization of multiple tuned mass dampers and some design formulas", Earthq. Eng. Struct. Dyn., 23(8), 813-835. https://doi.org/10.1002/eqe.4290230802
  3. Aguirre, J. and Almzan, J. (2014), Optimum Seismic Design of Nonlinear Asymmetric Structures Controlled by Large Tuned Mass Dampers.
  4. AS1170.4 (2007), Structural Design Actions-Earthquake Actions in Australia, Standards Australia, Australia.
  5. ASCE (2010), Minimum Design Loads for Buildings and Other Structures: ASCE Standard 7-10, American Society of Civil Engineers.
  6. Bakre, S. and Jangid, R. (2004), "Optimum multiple tuned mass dampers for base-excited damped main system", Int. J. Struct. Stab. Dyn., 4(4), 527-542. https://doi.org/10.1142/S0219455404001367
  7. Bakre, S.V. and Jangid, R.S. (2007), "Optimum parameters of tuned mass damper for damped main system", Struct. Contr. Health Monitor., 14(3), 448-470. https://doi.org/10.1002/stc.166
  8. Bayat, M.R. (2010), Performance-Based Plastic Design of Earthquake Resistant Steel Structures: Concentrically Braced Frames, Tall Moment Frames, Plate Shear Wall Frames, The University of Texas at Arlington, U.S.A.
  9. Bekdas, G. and Nigdeli, S.M. (2013), "Mass ratio factor for optimum tuned mass damper strategies", Int. J. Mech. Sci., 71, 68-84. https://doi.org/10.1016/j.ijmecsci.2013.03.014
  10. Bekdas, G. and Nigdeli, S.M. (2017), "Metaheuristic based optimization of tuned mass dampers under earthquake excitation by considering soil-structure interaction", Soil Dyn. Earthq. Eng., 92, 443-461. https://doi.org/10.1016/j.soildyn.2016.10.019
  11. Chung, L.L., Wu, L.Y., Yang, C.S.W., Lien, K.H., Lin, M.C. and Huang, H.H. (2013), "Optimal design formulas for viscous tuned mass dampers in wind-excited structures", Struct. Contr. Health Monitor., 20(3), 320-336. https://doi.org/10.1002/stc.496
  12. Farshidianfar, A. and Soheili, S. (2013), "Ant colony optimization of tuned mass dampers for earthquake oscillations of high-rise structures including soil-structure interaction", Soil Dyn. Earthq. Eng., 51, 14-22. https://doi.org/10.1016/j.soildyn.2013.04.002
  13. Fatahi, B., Tabatabaiefar, H.R. and Samali, B. (2011), "Performance based assessment of dynamic soil-structure interaction effects on seismic response of building frames", Proceedings of the Georisk 2011-Geotechnical Risk Assessment & Management (Geotechnical Special Publication No. 224), 344-351.
  14. FEMA (1997), 273: NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency.
  15. Ghosh, A. and Basu, B. (2004), "Effect of soil interaction on the performance of tuned mass dampers for seismic applications", J. Sound Vibr., 274(3), 1079-1090. https://doi.org/10.1016/j.jsv.2003.09.060
  16. Goel, S.C. and Chao, S.H. (2008), Performance-Based Plastic Design: Earthquake-Resistant Steel Structures, International Code Council, Country Club Hills, Illinois, U.S.A.
  17. Greco, R. and Marano, G.C. (2013), "Optimum design of Tuned Mass Dampers by displacement and energy perspectives", Soil Dyn. Earthq. Eng., 49, 243-253. https://doi.org/10.1016/j.soildyn.2013.02.013
  18. Hadi, M.N.S. and Arfiadi, Y. (1998), "Optimum design of absorber for MDOF structures", J. Struct. Eng., 124(11), 1272-1280. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:11(1272)
  19. Haselton, C.B. (2007), Assessing Seismic Collapse Safety of Modern Reinforced Concrete Moment Frame Buildings, Stanford University, U.S.A.
  20. Jangid, R.S. (1999), "Optimum multiple tuned mass dampers for base-excited undamped system", Earthq. Eng. Struct. Dyn., 28(9), 1041-1049. https://doi.org/10.1002/(SICI)1096-9845(199909)28:9<1041::AID-EQE853>3.0.CO;2-E
  21. Jangid, R.S. and Datta, T.K. (1997), "Performance of multiple tuned mass dampers for torsionally coupled system", Earthq. Eng. Struct. Dyn., 26(3), 307-317. https://doi.org/10.1002/(SICI)1096-9845(199703)26:3<307::AID-EQE639>3.0.CO;2-8
  22. Kareem, A. and Kline, S. (1995), "Performance of multiple mass dampers under random loading", J. Struct. Eng., 121(2), 348-361. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:2(348)
  23. Kaynia, A.M., Biggs, J.M. and Veneziano, D. (1981), "Seismic effectiveness of tuned mass dampers", J. Struct. Eng., 107(8), 1465-1484.
  24. Khatibinia, M., Gholami, H. and Labbafi, S. (2016), "Multiobjective optimization of tuned mass dampers considering soilstructure interaction", Int. J. Optim. Civil Eng., 6(4), 595-610.
  25. Khoshnoudian, F., Ziaei, R. and Ayyobi, P. (2016), "Effects of nonlinear soil-structure interaction on the seismic response of structure-TMD systems subjected to near-field earthquakes", Bullet. Earthq. Eng., 1-28.
  26. Lee, C.L., Chen, Y.T., Chung, L.L. and Wang, Y.P. (2006), "Optimal design theories and applications of tuned mass dampers", Eng. Struct., 28(1), 43-53. https://doi.org/10.1016/j.engstruct.2005.06.023
  27. Lewandowski, R. and Grzymislawska, J. (2009), "Dynamic analysis of structures with multiple tuned mass dampers", J. Civil Eng. Manage., 15(1), 77-86. https://doi.org/10.3846/1392-3730.2009.15.77-86
  28. Li, C. (2000), "Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration", Earthq. Eng. Struct. Dyn., 29(9), 1405-1421. https://doi.org/10.1002/1096-9845(200009)29:9<1405::AID-EQE976>3.0.CO;2-4
  29. Li, C. (2002), "Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF", Earthq. Eng. Struct. Dyn., 31(4), 897-919. https://doi.org/10.1002/eqe.128
  30. Li, C. and Cao, B. (2015), "Hybrid active tuned mass dampers for structures under the ground acceleration", Struct. Contr. Health Monitor., 22(4), 757-773. https://doi.org/10.1002/stc.1716
  31. Li, C. and Liu, Y. (2003), "Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters", Earthq. Eng. Struct. Dyn., 32(5), 671-690. https://doi.org/10.1002/eqe.239
  32. Liao, W.C. (2010), Performance-Based Plastic Design of Earthquake Resistant Reinforced Concrete Moment Frames, ProQuest, UMI Dissertations Publishing.
  33. Lu, X. and Chen, J. (2011), "Mitigation of wind-induced response of Shanghai center tower by tuned mass damper", Struct. Des. Tall Spec. Build., 20(4), 435-452. https://doi.org/10.1002/tal.659
  34. Lu, X. and Chen, J. (2011), "Parameter optimization and structural design of tuned mass damper for Shanghai centre tower", Struct. Des. Tall Spec. Build., 20(4), 453-471. https://doi.org/10.1002/tal.649
  35. McNamara, R.J. (1977), "Tuned mass dampers for buildings", J. Struct. Eng., 103(9), 1785-1798.
  36. Mevada, S.V. (2015), Seismic Response Control of Multi-Story Asymmetric Building Installed with Dampers, Springer.
  37. Mihailo, D., Maria, I. and Tzong, Y.H. (2001), Full-Scale Experimental Studies of Soil-Structure Interaction.
  38. Mohebbi, M., Dabbagh, H.R., Moradpour, S., Shakeri, K. and Tarbali, K. (2015), "DGA-based approach for optimal design of active mass damper for nonlinear structures considering ground motion effect", Smart Mater. Struct., 24(4), 045017. https://doi.org/10.1088/0964-1726/24/4/045017
  39. Mortezaie, H. and Rezaie, F. (2018), "18628.Optimization and evaluation of three-dimensional high-rise concrete structure equipped by TMD with considering the soil-structure interaction effect", J. Vibroeng., In Press.
  40. Nigdeli, S.M. and Bekdas, G. (2013), "Optimum tuned mass damper design for preventing brittle fracture of RC buildings", Smart Struct. Syst., 12(2), 137-155. https://doi.org/10.12989/sss.2013.12.2.137
  41. Nigdeli, S.M. and Bekdas, G. (2014), "Optimum tuned mass damper approaches for adjacent structures", Earthq. Struct., 7(6), 1071-1091. https://doi.org/10.12989/eas.2014.7.6.1071
  42. Nigdeli, S.M. and Bekdas, G. (2017), "Optimum tuned mass damper design in frequency domain for structures", KSCE J. Civil Eng., 21(3), 912-922. https://doi.org/10.1007/s12205-016-0829-2
  43. Pinkaew, T., Lukkunaprasit, P. and Chatupote, P. (2003), "Seismic effectiveness of tuned mass dampers for damage reduction of structures", Eng. Struct., 25(1), 39-46. https://doi.org/10.1016/S0141-0296(02)00115-3
  44. Pourzeynali, S., Salimi, S. and Kalesar, H.E. (2013), "Robust multi-objective optimization design of TMD control device to reduce tall building responses against earthquake excitations using genetic algorithms", Sci. Iran., 20(2), 207-221.
  45. Rezaie, F. and Mortezaie, H. (2017), "Considering the soil effects on design process of performance-based plastic design for reinforced concrete structures", Civil Eng. Infrastruct. J., 50(2), 205-219.
  46. Sgobba, S. and Marano, G.C. (2010), "Optimum design of linear tuned mass dampers for structures with nonlinear behaviour", Mech. Syst. Sign. Proc., 24(6), 1739-1755. https://doi.org/10.1016/j.ymssp.2010.01.009
  47. Shooshtari, M. and Mortezaie, H. (2012). "Performance improvement of tall reinforced concrete structures with multiple tuned mass dampers (MTMD)", Proceedings of the 15th World Conference on Earthquake Engineering.
  48. Shooshtari, M. and Mortezaie, H. (2017), "2381. Effect of using linear multiple tuned mass dampers on concrete structures with hysteresis behavior", J. Vibroeng., 19(2), 1158-1172. https://doi.org/10.21595/jve.2016.17487
  49. Sladek, J.R. and Klingner, R.E. (1983), "Effect of tuned-mass dampers on seismic response", J. Struct. Eng., 109(8), 2004-2009. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:8(2004)
  50. Tabatabaiefar, H.R., Fatahi, B., Ghabraie, K. and Zhou, W. (2015), "Evaluation of numerical procedures to determine seismic response of structures under influence of soil-structure interaction", Struct. Eng. Mech., 56(1), 27-47. https://doi.org/10.12989/sem.2015.56.1.027
  51. Takewaki, I. (2000), "Soil-structure random response reduction via TMD-VD simultaneous use", Comput. Meth. Appl. Mech. Eng., 190(5), 677-690. https://doi.org/10.1016/S0045-7825(99)00434-X
  52. Tsai, H.C. and Lin, G.C. (1993), "Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systems", Earthq. Eng. Struct. Dyn., 22(11), 957-973. https://doi.org/10.1002/eqe.4290221104
  53. Venture, S.J. (2000), FEMA-356 Prestandard and commentary for seismic rehabilitation of buildings, Federal Emergency Management Agency, California, U.S.A.
  54. Wang, A.P., Fung, R.F. and Huang, S.C. (2001), "Dynamic analysis of a tall building with a tuned-mass-damper device subjected to earthquake excitations", J. Sound Vibr., 244(1), 123-136. https://doi.org/10.1006/jsvi.2000.3480
  55. Wang, J.F. and Lin, C.C. (2005), "Seismic performance of multiple tuned mass dampers for soil-irregular building interaction systems", Int. J. Sol. Struct., 42(20), 5536-5554. https://doi.org/10.1016/j.ijsolstr.2005.02.042
  56. Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. Dyn., 10(3), 381-401. https://doi.org/10.1002/eqe.4290100304
  57. Warburton, G.B. and Ayorinde, E.O. (1980), "Optimum absorber parameters for simple systems", Earthq. Eng. Struct. Dyn., 8(3), 197-217. https://doi.org/10.1002/eqe.4290080302
  58. Wolf, J.P. and Deeks, A.J. (2004), Foundation Vibration Analysis: A Strength of Materials Approach, Butterworth-Heinemann.
  59. Wong, K.K.F. and Harris, J.L. (2010), "Seismic damage and fragility analysis of structures with tuned mass dampers based on plastic energy", Struct. Des. Tall Spec. Build.
  60. Wong, K.K.F. and Johnson, J. (2009), "Seismic energy dissipation of inelastic structures with multiple tuned mass dampers", J. Eng. Mech., 135(4), 265-275. https://doi.org/10.1061/(ASCE)0733-9399(2009)135:4(265)
  61. Xu, K. and Igusa, T. (1992), "Dynamic characteristics of multiple substructures with closely spaced frequencies", Earthq. Eng. Struct. Dyn., 21(12), 1059-1070. https://doi.org/10.1002/eqe.4290211203
  62. Yamaguchi, H. and Harnpornchai, N. (1993), "Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations", Earthq. Eng. Struct. Dyn., 22(1), 51-62. https://doi.org/10.1002/eqe.4290220105
  63. Zhang, Z. and Balendra, T. (2013), "Passive control of bilinear hysteretic structures by tuned mass damper for narrow band seismic motions", Eng. Struct., 54, 103-111. https://doi.org/10.1016/j.engstruct.2013.03.044

피인용 문헌

  1. SSI effects on the redistribution of seismic forces in one-storey R/C buildings vol.20, pp.3, 2021, https://doi.org/10.12989/eas.2021.20.3.261
  2. Seismic control of concrete buildings with nonlinear behavior, considering soil structure interaction using AMD and TMD vol.77, pp.6, 2021, https://doi.org/10.12989/sem.2021.77.6.721
  3. Energy factor of high-strength-steel frames with energy dissipation bays under repeated near-field earthquakes vol.40, pp.3, 2018, https://doi.org/10.12989/scs.2021.40.3.369