Research Article
BibTex RIS Cite

HİBRİD KONTROLLÜ TABAN İZOLASYONLU SİSTEMLERİN OPTİMİZASYONU

Year 2020, Volume: 8 Issue: 4, 812 - 827, 01.12.2020
https://doi.org/10.36306/konjes.722498

Abstract

Bu çalışmada, yüksek sönümlü kauçuk mesnet modeline aktif kontrol sistemi uygulanarak, hibrid kontrollü taban izolasyonlu sistemlerin darbe tipi titreşim içeren yakın fay etkisi altında davranışı incelenmiştir. Bu kapsamda, yapı tepkimelerindeki değişimin daha iyi irdelenmesi için hibrid kontrollü taban izolasyonlu yapı modelinin etkin titreşim periyodu sırasıyla 2.0, 3.0 ve 4.0 sn. ve her bir periyot için etkin sönüm oranı %20 ve %30 olarak alınmıştır. Taban izolasyonunun bulunduğu kata aktif tendonlar yerleştirilerek, deprem kaydının her adımı için tendonlara uygulanacak kontrol kuvveti ve oluşan yanal ötelemeler hesaplanmıştır. Orantı-İntegral-Türev (PID) kontrolcüsünün kontrol kuvvetine, yapının toplam kütlesine bağlı olarak sınır konulmuştur. Kontrolcünün parametreleri ise öğretim-öğrenme tabanlı algoritma (TLBO) ile belirlenmiştir. Sonuç olarak hibrid kontrollü taban izolasyonlu yapı modellerinde yanal ötelemelerin önemli ölçüde azaldığı tespit edilmiştir.

References

  • Applied Technology Council 17-1., 1993, ‘’Proceedings on seismic isolation, passive energy dissipation, and active control’’ Applied Technology Council, Redwood City, California.
  • Asher J.W., Young R.P., Ewing R.D., 1996, ‘’Seismic isolation design of the San Bernardino county medical center replacement Project’’. The Structural Design of Tall Buildings, Vol 5, 265-279.
  • Cancellara D., Angelis F.D., 2016, ‘’Nonlinear dynamic analysis for multi-storey RC structures with hybrid base isolation systems in presence of bi-directional ground motions’’ Composite Structures, 154, 464-492.
  • Chung L.L., Lin R.C., Reinhorn A.M., Soong T.T., 1989, ‘’Experimental Study of Active Control for MDOF Seismic Structures’’. Journal of Structural Engineering (ASCE), 115, 1609-1627.
  • FEMA P-695., 2009, ‘’Quantification of Building Seismic Performance Factors’’ Federal Emergency Management Agency, Washington DC.
  • Ghaffarzadeh H., Younespour A., 2014, ‘’Active Tendons Control of Structures Using Block Pulse Functions’’. Structural Control and Health Monitoring, 21, 1453-1464.
  • Jangid R.S., Kelly J.M., 2001, ‘’Base isolation for near-fault motions’’. Earthquake Engineering and Structural Dynamics, 30, 691-707.
  • Johnson E.A., Ramallo J.C., Spencer B.F., Sain M.K., 1998 ‘’Intelligent base isolation systems’’. 2th World Conference on structural Control, Japan, June 28-July 1.
  • Li J., Li Y., Samali B., 2013, ‘’Development of adaptive seismic isolators for ultimate seismic protection of civil structure’’. Sensors and Smart Structures Technologies for Civil, Mechanical and Aerospace Systems, pp. 1-12.
  • Lin P.Y., Roschke P.N., Loh C.H., 2006, ‘’Hybrid base-isolation with magnetorheological damper and fuzzy control’’. Structural Control and Health Monitoring, 14, 384-405.
  • Madden G.J., Symans M.D., Wongprasert N., 2002, ‘’Experimental verification of seismic response of building frame with adaptive sliding base-isolation system’’. Journal of Structural Engineering, Vol 128, No.8.
  • MathWorks Inc., 2015, ‘’MATLAB R2015b.Natick’’. MA, USA.
  • Nigdeli S.M., Boduroğlu B.H., 2013, ‘’Active Tendon Control of Torsionally Irregular Structures under Near-Fault Ground Motion Excitation’’. Computer-Aided Civil and Infrasstructure Engineering, 28, 718-736.
  • Rao R.V., Savsani V.J., Vakharia D.P., 2011, ‘’Teaching-learning-based optimization a novel method for constrained mechanical design optimization problems’’. Computer-Aided Design, 43(3), 303- 315.
  • Ribakov Y., 2010, ‘’Reduction of structural response to near fault earthquakes by seismic isolation columns and variable friction dampers’’. Earthquake Engineering and Engineering Vibration, 9, 113-122.
  • Simulink., 2015, ‘’MATLAB R2015b.Natick’’. MA, USA.
  • Yang X.S., 2010, ‘’Engineering optimization: an introduction with metaheuristic applications’’. John Wiley&Sons.
  • Zhao B., Lu X., Wu M., Mei Z., 2000, ‘’Sliding mode control of buildings with base-isolation hybrid protective system’’. Earthquake Engineering and Structural Dynamics, 29, 315-326.

Optımizatıon of Base Isolated Hybrid Control Systems

Year 2020, Volume: 8 Issue: 4, 812 - 827, 01.12.2020
https://doi.org/10.36306/konjes.722498

Abstract

In this study, active control system is used for the high damping rubber bearing model and the behavior of base isolated hybrid control systems under the near-fault ground motions is investigated.
In this context, in order to examine the change of the structure reactions, the effective vibration period and the effective damping rate for each period of base isolated hybrid control systems were taken as 2.0, 3.0 and 4.0 second and 20% and 30%, respectively. By placing the active tendons on the base of structures, the control forces and lateral displacements were calculated for each step of the earthquake record. The control force of the proportional-integral-derivative (PID) controller is limited depending on the total mass of the structure. The parameters of the controller were determined by teaching-learning based algorithm (TLBO). As a result, the lateral displacement of base isolated hybrid control systems is significantly reduced.

References

  • Applied Technology Council 17-1., 1993, ‘’Proceedings on seismic isolation, passive energy dissipation, and active control’’ Applied Technology Council, Redwood City, California.
  • Asher J.W., Young R.P., Ewing R.D., 1996, ‘’Seismic isolation design of the San Bernardino county medical center replacement Project’’. The Structural Design of Tall Buildings, Vol 5, 265-279.
  • Cancellara D., Angelis F.D., 2016, ‘’Nonlinear dynamic analysis for multi-storey RC structures with hybrid base isolation systems in presence of bi-directional ground motions’’ Composite Structures, 154, 464-492.
  • Chung L.L., Lin R.C., Reinhorn A.M., Soong T.T., 1989, ‘’Experimental Study of Active Control for MDOF Seismic Structures’’. Journal of Structural Engineering (ASCE), 115, 1609-1627.
  • FEMA P-695., 2009, ‘’Quantification of Building Seismic Performance Factors’’ Federal Emergency Management Agency, Washington DC.
  • Ghaffarzadeh H., Younespour A., 2014, ‘’Active Tendons Control of Structures Using Block Pulse Functions’’. Structural Control and Health Monitoring, 21, 1453-1464.
  • Jangid R.S., Kelly J.M., 2001, ‘’Base isolation for near-fault motions’’. Earthquake Engineering and Structural Dynamics, 30, 691-707.
  • Johnson E.A., Ramallo J.C., Spencer B.F., Sain M.K., 1998 ‘’Intelligent base isolation systems’’. 2th World Conference on structural Control, Japan, June 28-July 1.
  • Li J., Li Y., Samali B., 2013, ‘’Development of adaptive seismic isolators for ultimate seismic protection of civil structure’’. Sensors and Smart Structures Technologies for Civil, Mechanical and Aerospace Systems, pp. 1-12.
  • Lin P.Y., Roschke P.N., Loh C.H., 2006, ‘’Hybrid base-isolation with magnetorheological damper and fuzzy control’’. Structural Control and Health Monitoring, 14, 384-405.
  • Madden G.J., Symans M.D., Wongprasert N., 2002, ‘’Experimental verification of seismic response of building frame with adaptive sliding base-isolation system’’. Journal of Structural Engineering, Vol 128, No.8.
  • MathWorks Inc., 2015, ‘’MATLAB R2015b.Natick’’. MA, USA.
  • Nigdeli S.M., Boduroğlu B.H., 2013, ‘’Active Tendon Control of Torsionally Irregular Structures under Near-Fault Ground Motion Excitation’’. Computer-Aided Civil and Infrasstructure Engineering, 28, 718-736.
  • Rao R.V., Savsani V.J., Vakharia D.P., 2011, ‘’Teaching-learning-based optimization a novel method for constrained mechanical design optimization problems’’. Computer-Aided Design, 43(3), 303- 315.
  • Ribakov Y., 2010, ‘’Reduction of structural response to near fault earthquakes by seismic isolation columns and variable friction dampers’’. Earthquake Engineering and Engineering Vibration, 9, 113-122.
  • Simulink., 2015, ‘’MATLAB R2015b.Natick’’. MA, USA.
  • Yang X.S., 2010, ‘’Engineering optimization: an introduction with metaheuristic applications’’. John Wiley&Sons.
  • Zhao B., Lu X., Wu M., Mei Z., 2000, ‘’Sliding mode control of buildings with base-isolation hybrid protective system’’. Earthquake Engineering and Structural Dynamics, 29, 315-326.
There are 18 citations in total.

Details

Primary Language Turkish
Subjects Engineering
Journal Section Research Article
Authors

Serdar Ulusoy

Publication Date December 1, 2020
Submission Date April 17, 2020
Acceptance Date August 19, 2020
Published in Issue Year 2020 Volume: 8 Issue: 4

Cite

IEEE S. Ulusoy, “HİBRİD KONTROLLÜ TABAN İZOLASYONLU SİSTEMLERİN OPTİMİZASYONU”, KONJES, vol. 8, no. 4, pp. 812–827, 2020, doi: 10.36306/konjes.722498.