460
I. Goł˛ ebiowska and M. Dutkiewicz
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
0.50
1.50
2.50
3.50
4.50
5.50
Amplitude, [m 2
/s 4
/2]
Step number
Fig. 8 FFT of acceleration of top of the frame for steps 0.5–5.5, black line–table, red line–frame
The experimental result of the frame building equipped with friction pendulum
bearing located on the shaking table was studied. The analysis covers the acceleration
response of the frame in time for shaking table’s horizontal excitation movement.
The high effectiveness of used friction pendulum bearing is confirmed for the fixed
parameters of the system.
In the next part of the analysis which is under the preparation, the numerical
model of the frame with different friction pendulum bearings will be compared to
the results from the laboratory tests and from literature.
References
1. E. Aydin, B. Öztürk, M. Dutkiewicz, H. Çetin, O. Okkay, U. Ohancan, Y.E. ¸
Sirin, Experiments
of tuned liquid damper (TLD) on the reduced shear frame model under harmonic loads, in EPJ
Web of Conferences, vol. 143 (EDP Sciences, 2017), pp. 02001. WOS:000407743800003
2. E. Aydin, B. Öztürk, M. Dutkiewicz, Optimal passive control of shear buildings, in Proceedings
of 23th International Conference on Engineering Mechanics (Svratka, Czech Republic, 2017),
pp. 98–101. WOS: 000411657600014
3. E. Aydin, B. Öztürk, M. Dutkiewicz, Determination of optimal elastic springs for cantilever
beams supported by elastic foundation, in Proceedings of 24th International Conference on
Engineering Mechanics 2018, Web of Knowledge & Scopus, ISI Thomson Reuters (Svratka,
Czech Republic, 2018)
4. E. Aydin, B. Öztürk, M. Dutkiewicz, Analysis of efficiency of passive dampers in multistorey
buildings. J. Sound Vib. 439, 17–28 (2019)
5. T.T. Soong, G.F. Dargush, Passive Energy Dissipation Systems in Structural Engineering (John
& Sons Ltd, Chichester, 1997)
6. R.I. Skinner, W.H. Robinson, G.H. McVerry, An Introduction to Seismic Isolation (Wiley,
Chichester, England, 1993)
I. Goł˛ ebiowska and M. Dutkiewicz
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
0.50
1.50
2.50
3.50
4.50
5.50
Amplitude, [m 2
/s 4
/2]
Step number
Fig. 8 FFT of acceleration of top of the frame for steps 0.5–5.5, black line–table, red line–frame
The experimental result of the frame building equipped with friction pendulum
bearing located on the shaking table was studied. The analysis covers the acceleration
response of the frame in time for shaking table’s horizontal excitation movement.
The high effectiveness of used friction pendulum bearing is confirmed for the fixed
parameters of the system.
In the next part of the analysis which is under the preparation, the numerical
model of the frame with different friction pendulum bearings will be compared to
the results from the laboratory tests and from literature.
References
1. E. Aydin, B. Öztürk, M. Dutkiewicz, H. Çetin, O. Okkay, U. Ohancan, Y.E. ¸
Sirin, Experiments
of tuned liquid damper (TLD) on the reduced shear frame model under harmonic loads, in EPJ
Web of Conferences, vol. 143 (EDP Sciences, 2017), pp. 02001. WOS:000407743800003
2. E. Aydin, B. Öztürk, M. Dutkiewicz, Optimal passive control of shear buildings, in Proceedings
of 23th International Conference on Engineering Mechanics (Svratka, Czech Republic, 2017),
pp. 98–101. WOS: 000411657600014
3. E. Aydin, B. Öztürk, M. Dutkiewicz, Determination of optimal elastic springs for cantilever
beams supported by elastic foundation, in Proceedings of 24th International Conference on
Engineering Mechanics 2018, Web of Knowledge & Scopus, ISI Thomson Reuters (Svratka,
Czech Republic, 2018)
4. E. Aydin, B. Öztürk, M. Dutkiewicz, Analysis of efficiency of passive dampers in multistorey
buildings. J. Sound Vib. 439, 17–28 (2019)
5. T.T. Soong, G.F. Dargush, Passive Energy Dissipation Systems in Structural Engineering (John
& Sons Ltd, Chichester, 1997)
6. R.I. Skinner, W.H. Robinson, G.H. McVerry, An Introduction to Seismic Isolation (Wiley,
Chichester, England, 1993)