DOI QR코드

DOI QR Code

Fuzzy hybrid control of a wind-excited tall building

  • Received : 2009.09.09
  • Accepted : 2010.07.10
  • Published : 2010.10.20

Abstract

A fuzzy hybrid control technique using a semi-active tuned mass damper (STMD) has been proposed in this study for mitigation of wind induced motion of a tall building. For numerical simulation, a third generation benchmark is employed for a wind-excited 76-story building. A magnetorheological (MR) damper is used to compose an STMD. The proposed control technique employs a hierarchical structure consisting of two lower-level semi-active controllers (sub-controllers) and a higher-level fuzzy hybrid controller. Skyhook and groundhook control algorithms are used as sub-controllers. When a wind load is applied to the benchmark building, each sub-controller provides different control commands for the STMD. These control commands are appropriately combined by the fuzzy hybrid controller during realtime control. Results from numerical simulations demonstrate that the proposed fuzzy hybrid control technique can effectively reduce the STMD motion as well as building responses compared to the conventional hybrid controller. In addition, it is shown that the control performance of the STMD is superior to that of the sample TMD and comparable to an active TMD, but with a significant reduction in power consumption.

Keywords

References

  1. Ankireddi, S. and Yang, H.T.Y. (1996), "Simple ATMD control methodology for tall buildings subject to wind loads", J. Struct. Eng., 122, 83-91. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:1(83)
  2. Australian/New Zealand Standard (2002), Structural Design Actions: Wind Actions, AS1170.2:2002, Standards Australia, Sydney.
  3. Chang, J.C.H. and Soong, T.T. (1980), "Structural control using active tuned mass damper", J. Eng. Mech., 106, 1091-1098.
  4. Den Hartog, J.P. (1956), Mechanical Vibrations, 4th Edition, McGraw-Hill, New York.
  5. Hidaka, S., Ahn, Y.K. and Morishita, S. (1999), "Adaptive vibration control by a variable-damping dynamic absorber using ER fluid", J. Vib. Acoust., 121, 373-378. https://doi.org/10.1115/1.2893990
  6. Hrovat, D., Barak, P. and Rabins, M. (1983), "Semi-active versus passive or active tuned mass damper for structural control", J. Eng. Mech.-ASCE, 190(3), 691-705.
  7. Jansen, L.M. and Dyke, S.J. (1999), "Semiactive control strategies for MR dampers: comparative study", J. Eng. Mech., 126(8), 796-803.
  8. Karnopp, D., Crosby, M.J. and Harwood, R.A. (1974), "Vibration control using semi-active force generators", J. Eng. Ind., ASME, 96(2), 619-626. https://doi.org/10.1115/1.3438373
  9. Koo, J.H., Ahmadian, M. and Setareh, M. (2006), "Experimental robustness analysis of magneto-rheological tuned vibration absorbers subject to mass off-tuning", J. Vib. Acoust., 128(1), 126-131. https://doi.org/10.1115/1.2128647
  10. Koo, J.H., Setareh, M. and Murray, T.M. (2004), "In search of suitable control methods for semi-active tuned vibration absorbers", J. Vib. Acoust., 10, 163-174.
  11. Liu, Y., Waters, T.P. and Brennan, M.J. (2005), "A comparison of semi-active damping control strategies for vibration isolation of harmonic disturbances", J. Sound Vib., 280, 21-39 https://doi.org/10.1016/j.jsv.2003.11.048
  12. Nagarajaiah, S. and Varadarajan, N. (2000), "Novel semiactive variable stiffness tuned mass damper with real time tuning capability", Proceedings of the 13th Engineering Mechanics Conference, Reston.
  13. Narasimhan, S. and Nagarajaiah, S. (2006), "Phase I smart base isolated benchmark building sample controllers for linear isolation system: Part II", Struct. Control Hlth., 13, 589-604. https://doi.org/10.1002/stc.100
  14. Narasimhan, S., Nagarajaiah, S., Johnson, E.A. and Gavin, H.P. (2006), "Smart base isolated benchmark building Part I: problem definition", Struct. Control Hlth., 13, 573-588. https://doi.org/10.1002/stc.99
  15. Ohtori, Y., Christenson, R.E., Spencer, B.F., Jr. and Dyke, S.J. (2004), "Benchmark control problems for seismically excited nonlinear buildings", J. Eng. Mech., 130(4), 366-385. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(366)
  16. Pinkaew, T. and Fujino, Y. (2001), "Effectiveness of semi-active tuned mass dampers under harmonic excitation", Eng. Struct., 23, 850-856. https://doi.org/10.1016/S0141-0296(00)00091-2
  17. Ricciardellia, F., Occhiuzzib, A. and Clemente, P. (2000), "Semi-active tuned mass damper control strategy for wind-excited structures", J. Wind Eng. Ind. Aerod., 88, 57-74. https://doi.org/10.1016/S0167-6105(00)00024-6
  18. Samali, B., Kwok, K.C.S., Wood, G.S. and Yang, J.N. (2004), "Wind tunnel tests for wind-excited benchmark building", J. Eng. Mech.-ASCE, 130(4), 437-446. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(437)
  19. Setareh, M. (2001), "Use of semi-active tuned mass dampers for vibration control of force-excited structures", Struct. Eng. Mech., 11(4), 341-356. https://doi.org/10.12989/sem.2001.11.4.341
  20. Sues, R.H., Mau, S.T. and Wen, Y.K. (1988), "System identification of degrading hysteretic restoring forces", J. Eng. Mech.-ASCE, 114(5), 833-846. https://doi.org/10.1061/(ASCE)0733-9399(1988)114:5(833)
  21. Tanaka, K. (2007), An Introduction to Fuzzy Logic for Practical Applications, Rassel, Inc.
  22. Warburton, G.B. and Ayorinde, E.O. (1980), "Optimum absorber parameters for simple systems", Earthq. Eng. Struct. Dyn., 8, 197-217. https://doi.org/10.1002/eqe.4290080302
  23. Yang, G., Spencer, Jr., B.F., Carlson, J.D. and Sain, M.K. (2002), "Large-scale MR fluid dampers: modeling and dynamic performance considerations", Eng. Struct., 24, 309-323. https://doi.org/10.1016/S0141-0296(01)00097-9
  24. Yang, J.N., Agrawal, A.K., Samali, B. and Wu, J.C. (2004), "Benchmark problem for response control of windexcited tall buildings", J. Eng. Mech.-ASCE, 130(4), 437-446. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(437)
  25. Yen, J. and Langari, R. (1999), Fuzzy Logic: Intelligence, Control, and Information, Prentice Hall, Inc., New York.

Cited by

  1. Suppression of structural vibrations using PDPI + PI type fuzzy logic controlled active dynamic absorber vol.38, pp.7, 2016, https://doi.org/10.1007/s40430-015-0462-x
  2. Frequency and damping adaptation of a TMD with controlled MR damper vol.21, pp.5, 2012, https://doi.org/10.1088/0964-1726/21/5/055011
  3. Precise stiffness and damping emulation with MR dampers and its application to semi-active tuned mass dampers of Wolgograd Bridge vol.23, pp.1, 2014, https://doi.org/10.1088/0964-1726/23/1/015019
  4. Vibration control using ATMD and site measurements on the Shanghai World Financial Center Tower vol.23, pp.2, 2014, https://doi.org/10.1002/tal.1027
  5. Dynamic characteristics of controlled MR-STMDs of Wolgograd Bridge vol.22, pp.9, 2010, https://doi.org/10.1088/0964-1726/22/9/095008