DOI QR코드

DOI QR Code

A study of response control on the passive coupling element between two parallel structures

  • Zhu, Hongping (School of Civil Engineering, Huazhong University of Science & Technology) ;
  • Iemura, Hirokazu (Graduate School of Civil Engineering, Kyoto University)
  • 발행 : 2000.04.25

초록

A new structure-vibration-control approach is proposed which uses a passive coupling element between two parallel structures to reduce the seismic response of a system due to earthquake excitation. Dynamic characteristics of the two coupled single-degree-freedom systems subject to stationary white-noise excitation are examined by means of statistical energy analysis (SEA) techniques. Optimal parameters of the passive coupling element such as damping and stiffness under different circumstances are determined with an emphasis on the influence of the structural parameters of the system on the optimal parameters and control effectiveness. Numerical results including the root mean square values of the response due to the filtered white-noise excitation and the time-histories of response to El Centro 1940 NS excitation are presented.

키워드

참고문헌

  1. Chen, Y. and Soong, T.T. (1988), "State-of-the-art review: Seismic response of secondary systems", Engineering Structure, 10(4), 218-228. https://doi.org/10.1016/0141-0296(88)90043-0
  2. Clough, R.W. and Penzien, J. (1975), Dynamics of Structures, McGraw-Hill, Inc.
  3. Cremer, L. and Heckl, M. (1973), Structure Borne Sound, New York: Springer Verlag.
  4. Feng, M.Q. and Mita, A. (1995), "Vibration control of tall building using mega sub-configuration", J. of Engrg.Mech., ASCE, 121(10), 1082-1088. https://doi.org/10.1061/(ASCE)0733-9399(1995)121:10(1082)
  5. Hayen, J.C. and Iwan, W.D. (1994), "Response control of structural systems using active interface damping",Proceedings of First World Conf. on Struct. Control, Los Angeles, California, 1, 23-32.
  6. Housner, G.W. (1955), "Properties of strong ground motion earthquakes", Bull. Seismol. Soc. Am., 53(3), 197-218.
  7. Housner, G.W. etc. (1997), "Structural control: Past, present and future", J. of Eng. Mech., 123(9).
  8. Keane, A.J. and Price, W.G. (1987), "Statistical energy analysis of strongly coupled systems", J. of Sound &Vib., 117, 363-386. https://doi.org/10.1016/0022-460X(87)90545-1
  9. Kelly, J.M. (1986), "Aseismic base isolation: Review and bibliography", Soil Dynamics and EarthquakeEngineering, 5(3), 202-216. https://doi.org/10.1016/0267-7261(86)90006-0
  10. Lai, M.L. and Soong, T.T. (1990), "Statistical energy analysis of primary secondary structural systems", J. ofEngrg. Mech., ASCE, 116(11), 2400-2413. https://doi.org/10.1061/(ASCE)0733-9399(1990)116:11(2400)
  11. Lee-Glauser, G.J., Ahmadi, G. and Horta, L.G. (1997), "Integrated passive/active vibration absorber for multistory buildings", J. of Struct. Engrg., ASCE, 123(5).
  12. Lin, Y.K. and Yan, Y. (1987), "Evolutionary Kanai-Majimi earthquake models", J. of Engrg. Mech., ASCE,113(8), 197-218.
  13. Lyon, R.H. (1975), Statistical Energy Analysis of Dynamical Systems: Theory and Applications, MIT Press,Cambridge, Massachusetts.
  14. Scharton, T.D. and Lyon, R.H. (1968), "Power flow and energy sharing in random vibration", J. of TheAcoustical of America, 43(6), 1332-1343. https://doi.org/10.1121/1.1910990
  15. Sun, J.C., Wang, C. and Sun, Z.H. (1996), "Power flow between three series coupled oscillators", J. of Soundand Vib., 189(2), 215-229. https://doi.org/10.1006/jsvi.1996.0016
  16. Warburton, G.B. (1982), "Optimum absorber parameters for various combination of response and excitationparameters", Earthquake Engrg. and Struct. Dyn., 10(3), 381-401. https://doi.org/10.1002/eqe.4290100304

피인용 문헌

  1. Harmonic response of adjacent structures connected with a friction damper vol.292, pp.3-5, 2006, https://doi.org/10.1016/j.jsv.2005.08.029
  2. Analysis and mitigation of seismic pounding of a slender R/C bell tower vol.71, 2014, https://doi.org/10.1016/j.engstruct.2014.04.006
  3. Dynamic behavior of adjacent buildings connected by linear viscous/viscoelastic dampers vol.22, pp.8, 2015, https://doi.org/10.1002/stc.1734
  4. Seismic Analysis of Adjacent Inelastic Structures Connected with Hysteretic Dampers under Near-Fault Earthquakes vol.16, pp.9, 2013, https://doi.org/10.1260/1369-4332.16.9.1487
  5. Seismic Response Control of Adjacent Buildings Using Shared Tuned Mass Damper vol.14, pp.3, 2014, https://doi.org/10.9712/KASS.2014.14.3.075
  6. Performance of wind-excited linked building systems considering the link-induced structural coupling vol.138, 2017, https://doi.org/10.1016/j.engstruct.2017.02.007
  7. Optimum connecting dampers to reduce the seismic responses of parallel structures vol.330, pp.9, 2011, https://doi.org/10.1016/j.jsv.2010.11.016
  8. Optimum parameters of Maxwell model-defined dampers used to link adjacent structures vol.279, pp.1-2, 2005, https://doi.org/10.1016/j.jsv.2003.10.035
  9. Seismic response analysis of damper-connected adjacent structures with stochastic parameters vol.11, pp.6, 2010, https://doi.org/10.1631/jzus.A0900345
  10. Dynamic characteristics of wind-excited linked twin buildings based on a 3-dimensional analytical model vol.79, 2014, https://doi.org/10.1016/j.engstruct.2014.08.015
  11. A reduced order model for optimal design of 2-mdof adjacent structures connected by hysteretic dampers vol.306, pp.1-2, 2007, https://doi.org/10.1016/j.jsv.2007.05.012
  12. Seismic response analysis of adjacent buildings connected with MR dampers vol.32, pp.8, 2010, https://doi.org/10.1016/j.engstruct.2010.03.015
  13. Optimal arrangement of viscoelastic dampers for seismic control of adjacent shear-type structures vol.14, pp.1, 2013, https://doi.org/10.1631/jzus.A1200181
  14. Performance-based passive control analysis of adjacent structures: Optimization of Maxwell dampers vol.24, pp.9, 2017, https://doi.org/10.1007/s11771-017-3627-1
  15. Seismic analysis of structures connected with friction dampers vol.28, pp.5, 2006, https://doi.org/10.1016/j.engstruct.2005.09.020
  16. Nonlinear Modeling and Mitigation of Seismic Pounding between R/C Frame Buildings vol.19, pp.3, 2015, https://doi.org/10.1080/13632469.2014.984370
  17. Closed-form equations for coupling linear structures using stiffness and damping elements vol.20, pp.3, 2013, https://doi.org/10.1002/stc.490
  18. Seismic response analysis of coupled building involving MR damper and elastomeric base isolation vol.6, pp.2, 2015, https://doi.org/10.1016/j.asej.2014.12.007
  19. Dynamic response of identical adjacent structures connected by viscous damper vol.21, pp.2, 2014, https://doi.org/10.1002/stc.1566
  20. Optimum viscous damper for connecting adjacent SDOF structures for harmonic and stationary white-noise random excitations vol.36, pp.4, 2007, https://doi.org/10.1002/eqe.636
  21. Seismic Response of Adjacent Buildings Connected with Friction Dampers vol.4, pp.1, 2006, https://doi.org/10.1007/s10518-005-5410-1
  22. Connecting parameters optimization on unsymmetrical twin-tower structure linked by sky-bridge vol.21, pp.6, 2014, https://doi.org/10.1007/s11771-014-2200-4
  23. Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes vol.14, pp.11, 2016, https://doi.org/10.1007/s10518-016-9946-z
  24. Optimum Design of Passive Control Devices for Reducing the Seismic Response of Twin-Tower-Connected Structures 2017, https://doi.org/10.1080/13632469.2016.1264332
  25. An energy-dissipating approach for adjacent retrofitted structures vol.27, pp.15, 2018, https://doi.org/10.1002/tal.1508
  26. 인접구조물의 진동제어를 위한 선형감쇠시스템의 최적설계 vol.10, pp.3, 2000, https://doi.org/10.5000/eesk.2006.10.3.085
  27. 선형 점성 감쇠기가 장착된 인접구조물의 진동제어를 위한 유전자 알고리즘 기반 최적설계 vol.11, pp.1, 2007, https://doi.org/10.5000/eesk.2007.11.1.011
  28. 추계학적 선형화 방법 및 다목적 유전자 알고리즘을 이용한 지진하중을 받는 인접 구조물에 대한 비선형 감쇠시스템의 최적 설계 vol.11, pp.6, 2000, https://doi.org/10.5000/eesk.2007.11.6.001
  29. Dynamic response of adjacent structures connected by friction damper vol.2, pp.2, 2000, https://doi.org/10.12989/eas.2011.2.2.149
  30. Shake table tests of structures subject to pounding vol.48, pp.10, 2000, https://doi.org/10.1002/eqe.3180
  31. Passive Control Analysis and Design of Twin-Tower Structure with Chassis vol.20, pp.6, 2020, https://doi.org/10.1142/s0219455420400106
  32. A Design Method for Viscous Dampers Connecting Adjacent Structures vol.6, pp.None, 2000, https://doi.org/10.3389/fbuil.2020.00025
  33. Effect of rigid connection to an asymmetric building on the random seismic response vol.9, pp.2, 2000, https://doi.org/10.12989/csm.2020.9.2.183
  34. Connection of coupled buildings: A state-of-the-art review vol.33, pp.None, 2000, https://doi.org/10.1016/j.istruc.2021.05.017