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Response control of irregular structures using structure-TLCD coupled system under seismic excitations

  • Structural Engineering
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Abstract

An energy-based semi-active control strategy is presented to reduce structural vibration. The equation of motion is derived from a structure-TLCD coupled system. Material and geometrical nonlinearities have been considered in the 3D irregular system. The rigid floors and plan irregularity in the system are assumed. An on-off control orifice is located in the middle of the U-shaped tube TLCD system. The El-Centro 1940 earthquake excitation record is employed to train the algorithm, and two other earthquake excitations are applied to evaluate the performance of the proposed method. The results show that the RMS values of displacement and acceleration responses of the structure reduced significantly under seismic excitations.

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References

  • Agrawal, A. K. and Yang, J. N. (1996). “Optimal polynomial control of seismically excited linear structures.” Journal of Engineering Mechanics, ASCE, Vol. 122, No. 8, pp. 753–761.

    Article  Google Scholar 

  • Ahmadizadeh, M. (2007). “On equivalent passive structural control system for semi-active control using viscous fluid dampers.” Journal of Structural Control and Health Monitoring, Vol. 14, pp. 858–875, DOI: 10.1002/stc.182.

    Article  Google Scholar 

  • Baber, T. T. amd Wen, Y. K. (1981). “Random vibration of hysteretic degrading systems.” Journal of Engineering MechanicsE, ASC, Vol. 107, No. 6, pp. 1069–1087.

    Google Scholar 

  • Chu, S. Y., Soong, T. T., Reinhorn, A. M., Helgeson, R. J., and Riley, M. A. (2002). “Integration issues in implementation of structural control systems.” Journal of Structural Control, Vol. 9, pp. 31–58 DOI: 10.1002/stc.2.

    Article  Google Scholar 

  • Huang, K., Betti, R., and Ettouney, M. (1999). “Instantaneous optimal control for seismic analysis of non-linear structures.” Journal of Earthquake Engineering, Vol. 3, No. 1, pp. 83–106.

    Google Scholar 

  • Jiang, X. and Adeli, H. (2008). “Dynamic fuzzy wavelet neuroemulator for non-linear control of irregular building structures.” International Journal for Numerical Methods in Engineering, Vol. 74, pp. 1045–1066.

    Article  MATH  Google Scholar 

  • Karnopp, D., Crosby, M. J., and Harwood, R. A. (1974). “Vibration control using semi-active force generators.” ASME J. Eng. Ind., Vol. 96, No. 2, pp. 619–26.

    Article  Google Scholar 

  • Kim, D. H. and Lee, I. W. (2001). “Neuro-control of seismically excited steel structure through sensitivity evaluation scheme.” Earthquake Engineering and Structural Dynamics, Vol. 30, pp. 1361–1377, DOI: 10.1002/eqe.67.

    Article  Google Scholar 

  • Lafontaine, M., Moroni, O., Sarrazin, M., and Roschke, P. (2009). “Optimal control of accelerations in a base-isolated building using magnetorheological dampers and genetic algorithms.” Journal of Earthquake Engineering, Vol. 13, No. 8, pp. 1153–1171.

    Article  Google Scholar 

  • Lee, T. Y. and Chen, P. C. (2011). “Experimental and analytical study of sliding mode control for isolated bridges with MR dampers.” Journal of Earthquake Engineering, Vol. 15, No. 4, pp. 564–581.

    Article  Google Scholar 

  • Li, J., Peng, Y. B., and Chen, J. (2008). “GDEE-based stochastic control strategy of MR damping systems.” Proc. of the Tenth International Symposium on Structural Engineering for Young Experts, Changsha, China, pp. 1207–1212.

    Google Scholar 

  • Lyons, J. L. (1982). Lyon’s valve designer’s handbook, Van Nostrand Reinhold Co.

    Google Scholar 

  • MATLAB (2008). The language of technical computing, Math Works Inc.: MA.

    Google Scholar 

  • Ohtori, Y., Christenson, R. E., Spencer, B. F., and Dyke, S. J. (2004). “Benchmark control problems for seismically excited nonlinear buildings.” J. Eng., Mech., Vol. 130, p. 366, DOI:10.1061/(ASCE), 0733-9399, 2004,130:4(366).

    Article  Google Scholar 

  • Pourzeynali, S., Lavasani, H., and Modarayi, A. H. (2007). “Active control of high rise building structures using fuzzy logic and genetic algorithms.” Engineering Structures, Vol. 29, No. 3, pp. 346–357.

    Article  Google Scholar 

  • Sakai, F., Takaeda, S., and Tamaki, T. (1991). “Tuned Liquid Column Damper (TLCD) for cable-stayed bridges.” Proceeding of Specialty Conf. Invitation in Cable-stayed Bridges, Fukuoka, Japan, pp. 197–205.

    Google Scholar 

  • Samali, B. and Al-Dawod, M. (2003). “Performance of a five-storey benchmark model using an active tuned mass damper and a fuzzy controller.” Engineering Structures, Vol. 25, pp. 1597–1610.

    Article  Google Scholar 

  • Sarbjeet, S. and Datta, T. K. (2003). “Sliding mode control of building frames under random ground motion.” Journal of Earthquake Engineering, Vol. 7, No. 1, pp. 73–95.

    Google Scholar 

  • Soong, T. T. (1991). Active structural control theory and practice, Longman and Wiley, London and New York.

    Google Scholar 

  • Stein, G. and Athans, M. (1987). “The LQG/LTR procedure for multivariable feedback control design.” IEEE Transactions on Automatic Control, Vol. AC32, No. 2, pp. 105–114.

    Article  Google Scholar 

  • Wang, Z. H, Chen, Z. Q., and Spencer, B. F., (2009). “Self-powered and sensing control system based on MR damper: presentation and application.” Proc. SPIE Smart structures/NDE, San Diego, California.

    Google Scholar 

  • Won, A. Y. J., Pires, J. A., and Haroun, M. A. (1996). “Stochastic seismic performance evaluation of tuned liquid column dampers.” Earthquake Engineering & Structural Dynamics, Vol. 25, No. 11, pp. 1259–1274.

    Article  Google Scholar 

  • Yalla, S. K. and Kareem, A. (2000). “Optimal absorber parameters for tuned liquid column dampers.” J. Struct. Eng., ASCE, Vol. 126, No. 8, pp. 906–915.

    Article  Google Scholar 

  • Yalla, S. K., Kareem, A., and Kantor, J. C. (2001). “Semi-active tuned liquid column dampers for vibration control of structures.” Engineering Structures, Vol. 23, pp. 1469–1479.

    Article  Google Scholar 

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Correspondence to Dookie Kim.

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Bigdeli, Y., Kim, D. Response control of irregular structures using structure-TLCD coupled system under seismic excitations. KSCE J Civ Eng 19, 672–681 (2015). https://doi.org/10.1007/s12205-013-1019-0

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  • DOI: https://doi.org/10.1007/s12205-013-1019-0

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