Binalarda Kullanılan MR Damperli Yarı Aktif Kütle Sönümleyicisinin Performans Analizi

Year 2022, Volume: 2 Issue: 1, 50 - 57, 20.06.2022

Hüseyin Aggümüş

Abstract

Bu çalışmanın amacı, yapısal titreşim kontrolünde kullanılan MR damperli yarı-aktif ayarlı kütle sönümleyicisinin (YAKS) performansını, çok serbestlik dereceli (ÇSD) bir bina modeli üzerinde incelemektir. YAKS’nin sistem cevaplarına etkisi binanın en üst katına ve birinci katına yerleştirilerek test edilmiştir. MR damperler yarı aktif kontrol elemanlarıdır. İletilen gerilime göre, sisteme uyguladıkları kuvvet değişir. Bu sebeple MR dampere iletilen gerilimi belirlemede, gerek basitliği gerekse performansı nedeniyle Groundhook kontrol algoritması kullanılmıştır. Sonuçlar, her YAKS’nin her iki yerleşiminde de sistem performansının iyileştirdiğini, en iyi performansın binanın en üst katına yerleştirilmesiyle elde edildiğini ortaya koymuştur.

Keywords

Yapısal titreşim kontrolü, MR damper, Yarı-aktif kütle sönümleyicisi (YAKS), Groundhook kontrol, Yapısal titreşim kontrolü, MR damper, Yarı-aktif kütle sönümleyicisi (YAKS), Groundhook kontrol

References

• Aggumus, H., Cetin, S., 2018. Experimental investigation of semiactive robust control for structures with magnetorheological dampers. J. Low Freq. Noise Vib. Act. Control 37, 216–234. https://doi.org/10.1177/0263092317711985
• Aggumus, H., Guclu, R., 2020. Robust H∞ Control of STMDs Used in Structural Systems by Hardware in the Loop Simulation Method. Actuators 9, 55. https://doi.org/10.3390/act9030055
• Aldemir, U., 2003. Optimal control of structures with semiactive-tuned mass dampers. J. Sound Vib. 266, 847–874. https://doi.org/10.1016/S0022-460X(03)00191-3
• Aly, Aly Mousaad, 2015. Control of wind-induced motion in high-rise buildings with hybrid TM/MR dampers. Wind Struct. 21, 565–595. https://doi.org/10.12989/WAS.2015.21.5.565
• Bathaei, A., Zahrai, S.M., Ramezani, M., 2018. Semi-active seismic control of an 11-DOF building model with TMD+MR damper using type-1 and -2 fuzzy algorithms. J. Vib. Control 24, 2938–2953. https://doi.org/10.1177/1077546317696369
• Cetin, S., Zergeroglu, E., Sivrioglu, S., Yuksek, I., 2011. A new semiactive nonlinear adaptive controller for structures using MR damper: design and experimental validation. Nonlinear Dyn. 66, 731–743.
• Guclu, R., 2003. Fuzzy logic control of vibrations of analytical multi-degree-of-freedom structural systems. Turk. J. Eng. Environ. Sci. 27, 157–168.
• Guclu, R., Yazici, H., 2009a. Seismic-vibration mitigation of a nonlinear structural system with an ATMD through a fuzzy PID controller. Nonlinear Dyn. 58, 553–564. https://doi.org/10.1007/s11071-009-9500-5
• Guclu, R., Yazici, H., 2009b. Self-tuning fuzzy logic control of a non-linear structural system with ATMD against earthquake. Nonlinear Dyn. 56, 199–211. https://doi.org/10.1007/s11071-008-9392-9
• Guclu, R., Yazici, H., 2008. Vibration control of a structure with ATMD against earthquake using fuzzy logic controllers. J. Sound Vib. 318, 36–49. https://doi.org/10.1016/j.jsv.2008.03.058
• Kim, H.-S., 2016. Seismic response control of adjacent buildings coupled by semi-active shared TMD. Int. J. Steel Struct. 16, 647–656. https://doi.org/10.1007/s13296-016-6030-0
• Kim, H.-S., Kang, J.-W., 2012. Semi-active fuzzy control of a wind-excited tall building using multi-objective genetic algorithm. Eng. Struct. 41, 242–257. https://doi.org/10.1016/j.engstruct.2012.03.038
• Koo, J.-H., Ahmadian, M., Setareh, M., Murray, T., 2004. In Search of Suitable Control Methods for Semi-Active Tuned Vibration Absorbers: J. Vib. Control. https://doi.org/10.1177/1077546304032020
• Leung, A.Y.T., Zhang, H., 2009. Particle swarm optimization of tuned mass dampers. Eng. Struct. 31, 715–728. https://doi.org/10.1016/j.engstruct.2008.11.017
• Lin, G.-L., Lin, C.-C., Lu, L.-Y., Ho, Y.-B., 2012. Experimental verification of seismic vibration control using a semi-active friction tuned mass damper: SEISMIC VIBRATION CONTROL USING A SEMI-ACTIVE FRICTION TUNED MASS DAMPER. Earthq. Eng. Struct. Dyn. 41, 813–830. https://doi.org/10.1002/eqe.1162
• Lin, P.Y., Chung, L.L., Loh, C.H., 2005. Semiactive Control of Building Structures with Semiactive Tuned Mass Damper. Comput.-Aided Civ. Infrastruct. Eng. 20, 35–51. https://doi.org/10.1111/j.1467-8667.2005.00375.x
• Lin, P.-Y., Lin, T.-K., Hwang, J.-S., 2013. A semi-active mass damping system for low- and mid-rise buildings. Earthq. Struct. 4, 63–84. https://doi.org/10.12989/EAS.2013.4.1.063
• Ohtori, Y., Christenson, R.E., Spencer Jr, B.F., Dyke, S.J., 2004. Benchmark control problems for seismically excited nonlinear buildings. J. Eng. Mech. 130, 366–385.
• Sakai, C., Ohmori, H., Sano, A., 2003. Modeling of MR damper with hysteresis for adaptive vibration control, in: 42nd IEEE International Conference on Decision and Control (IEEE Cat. No.03CH37475). Presented at the 42nd IEEE International Conference on Decision and Control (IEEE Cat. No.03CH37475), pp. 3840–3845 vol.4. https://doi.org/10.1109/CDC.2003.1271748
• Setareh, M., Ritchey, J.K., Murray, T.M., Koo, J.-H., Ahmadian, M., 2007. Semiactive Tuned Mass Damper for Floor Vibration Control. J. Struct. Eng. 133, 242–250. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:2(242)
• Terasawa, T., Sakai, C., Ohmori, H., Sano, A., 2004. Adaptive identification of MR damper for vibration control, in: 2004 43rd IEEE Conference on Decision and Control (CDC) (IEEE Cat. No.04CH37601). Presented at the 2004 43rd IEEE Conference on Decision and Control (CDC) (IEEE Cat. No.04CH37601), pp. 2297-2303 Vol.3. https://doi.org/10.1109/CDC.2004.1428732
• Tse, K.T., Kwok, K.C.S., Hitchcock, P.A., Samali, B., Huang, M.F., 2007. Vibration control of a wind-excited benchmark tall building with complex lateral-torsional modes of vibration. Adv. Struct. Eng. 10, 283–304.