Experimental research on the multilayer compartmental particle damper and its application methods on long-period bridge structures

Abstract

Particle damping technology has attracted extensive research and engineering application interest in the field of vibration control due to its prominent advantages, including wide working frequency bands, ease of installation, longer durability and insensitivity to extreme temperatures. To introduce particle damping technology to long-period structure seismic control, a novel multilayer compartmental particle damper (MCPD) was proposed, and a 1/20 scale test model of a typical long-period self-anchored suspension bridge with a single tower was designed and fabricated. The model was subjected to a series of shaking table tests with and without the MCPD. The results showed that the seismic responses of the flexible or semi-flexible bridge towers of long-period bridges influence the seismic responses of the main beam. The MCPD can be conveniently installed on the main beam and bridge tower and can effectively reduce the longitudinal peak displacement and the root mean square acceleration of the main beam and tower. In addition, no particle accumulation was observed during the tests. A well-designed MCPD can achieve significant damping for long-period structures under seismic excitations of different intensities. These results indicate that the application of MCPDs for seismic control of single-tower self-anchored suspension bridges and other long-period structures is viable.

Keywords

energy dissipation devices / multilayer compartmental particle damper / self-anchored suspension bridges / shaking tables test / long-period structure / seismic control

References

[1] Lin W H, Chopra A K. Earthquake response of elastic SDF systems with non-linear fluid viscous dampers. Earthquake Engineering & Structural Dynamics, 2002, 31(9): 1623–1642

[2] Zhu J, Zhang W, Zheng K F, Li H G. Seismic design of a long-span cable-stayed bridge with fluid viscous dampers. Practice Periodical on Structural Design & Construction, 2016, 21(1): 04015006

[3] Ras A, Boumechra N. Seismic energy dissipation study of linear fluid viscous dampers in steel structure design. Alexandria Engineering Journal, 2016, 55(3): 2821–2832

[4] Zhou D X, Yan W M, Chen Y J, Liu C P. Seismic analysis of a low tower cable-stayed bridge and application of lead shear damper. Applied Mechanics and Materials, 2011, 93: 1715–1719

[5] Wilde K, Gardoni P, Fujino Y. Base isolation system with shape memory alloy device for elevated highway bridges. Engineering Structures, 2000, 22(3): 222–229

[6] Sharabash A M, Andrawes B O. Application of shape memory alloy dampers in the seismic control of cable-stayed bridges. Engineering Structures, 2009, 31(2): 607–616

[7] Chandrasekhara T, Debbarma R. Seismic vibration control of skew bridges using multiple tuned mass dampers. International Journal of Engineering Technology, Management and Applied Sciences, 2016, 4: 16–28

[8] Gu M, Chen S R, Chang C C. Parametric study on multiple tuned mass dampers for buffeting control of Yangpu Bridge. Journal of Wind Engineering and Industrial Aerodynamic, 2001, 89: 987–1000

[9] Shahrouzi M, Nouri G, Salehi N. Optimal seismic control of steel bridges by single and multiple tuned mass dampers using charged system search. International Journal of Civil Engineering, 2017, 15(2): 309–318

[10] Robinson W H. Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes. Earthquake Engineering & Structural Dynamics, 1982, 10(4): 593–604

[11] Turkington D H, Carr A J, Cooke N, Moss P J. Seismic design of bridges on lead-rubber bearings. Journal of Structural Engineering, 1987, 12: 3000–3016

[12] Yan W M, Huang Y W, He H X, Wang J. Particle damping technology and its application prospect in civil engineering. World Earthquake Engineering, 2010, 26: 18–24

[13] Lu Z, Lv X L, Yan W M. A survey of particle damping technology. Journal of Vibration and Shock, 2013, 32: 1–7

[14] Skipor E, Bain L J. Application of impact damping to rotary printing equipment. Journal of Mechanical Design-Transactions of the Asme, 1980, 102(2): 338–343

[15] Sims N D, Amarasinghe A, Ridgway K. Particle dampers for workpiece chatter mitigation. Manufacturing Engineering Division, 2005, 16: 825–832

[16] Olȩdzki A. A new kind of impact damper-from simulation to real design. Mechanism and Machine Theory, 1981, 16(3): 247–253

[17] Duan Y, Chen Q, Lin S. Experiments of vibration reduction effect of particle damping on helicopter rotor blade. Acta Aeronautica ET Astronautica Sinica, 2009, 30: 2113–2118

[18] Liu W, Tomlinson G R, Rongong J A. The dynamic characterisation of disk geometry particle dampers. Journal of Sound & Vibration, 2005, 280: 849–861

[19] Hollkamp J J, Gordon R W. Experiments with particle damping. International Society for Optics and Photonics, 1998, 3327: 2–12

[20] Lu Z, Chen X, Zhang D, Dai K. Experimental and analytical study on the performance of particle tuned mass dampers under seismic excitation. Earthquake Engineering & Structural Dynamics, 2017, 46(5): 697–714

[21] Lu Z, Wang D, Masri S F, Lu S. An experimental study of vibration control of wind-excited high-rise buildings using particle tuned mass dampers. Smart Structures and Systems, 2016, 18(1): 93–115

[22] Lu Z, Chen X Y, Wang D C, Lv X L. Numerical simulation for vibration reduction control of particle tuned mass dampers. Journal of Vibration and Shock, 2017, 36: 46–50

[23] Xu W B, Yan W M, Wang J, Chen Y J. A tuned particle damper and its application in seismic control of continuous viaducts. Journal of Vibration and Shock, 2013, 32: 94–99

[24] Yan W, Xu W B, Wang J, Chen Y J. Experimental research on the effects of a tuned particle damper on a viaduct system under seismic loads. Journal of Bridge Engineering, 2014, 19(3): 04013004

[25] Wang D, Wu C. Vibration response prediction of plate with particle dampers using cosimulation method. Shock and Vibration, 2015, 7: 1–14

[26] Yang Z C, Li Z J. Design and test for a type of particle impact damped dynamic absorber. Journal of Vibration and Shock, 2010, 29: 69–71

[27] Egger P, Caracoglia L, Kollegger J. Modeling and experimental validation of a multiple-mass-particle impact damper for controlling stay-cable oscillations. Structural Control and Health Monitoring, 2016, 23(6): 960–978

[28] Li Z X. Theory and Technique of Engineering Structure Experiments. Tianjin: Tianjin University Press, 2004 (in Chinese)

[29] Zhang G Y. Bridge Structural Testing. Beijing: China Communications Press, 2002 (in Chinese)

[30] Goldshtein A, Shapiro M, Moldavsky L, Fichman M. Mechanics of collisional motion of granular materials. Part 2. Wave propagation through vibrofluidized granular layers. Journal of Fluid Mechanics, 1995, 287: 349–382

[31] Li A Q. Engineering Structure Vibration Control. Beijing: China Machine Press, 2007 (in Chinese)

[32] Yan W M, Wang J, Xu W B, Peng L Y, Zhang K. Influence of connection stiffness on vibrartion control effect of tuned particle damper. Vibration and Shock, 2018, 37(3): 1–7

[33] Xu W B. Theoretical and Experimental Research on Particle Damper and Its Application in Continuous Viaducts. Dissertation for the Doctoral Degree. Beijing: Beijing University of Technology: 2014 (in Chinese)

[34] Soong T T, Durgush G F. Passive Energy Dissipation Systems in Structural Engineering. Chichester: Wiley & Sons, 1998

[35] Ministry of Transport of the People’s Republic of China. Guidelines for seismic design of highway bridges. JTG/T B02-01-2008. Beijing: China Communications Press, 2008 (in Chinese)

[36] Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Code for seismic design of buildings. GB 50011-2010. Beijing: China Architecture & Building Press, 2010 (in Chinese)

[37] Hang X C, Jiang L W, Gu M H, Wu S Q, Fei Q G. Accuracy of modal damping identification using frequency domain decomposition method. Journal of Vibration Engineering, 2015, 28(4): 518–524.

[38] Lu Z, Zhang D C, Lv X L. Shaking table test of steel frame structure with particle tuned mass damper. Journal of Building Structures, 2017, 38: 10–17

[39] Fang H, Liu W Q, Wang R G. Design method of energy-dissipating earthquake-reduction along longitudinal direction of self-anchored suspension bridge. Earthquake Engineering and Engineering Vibration, 2006, 26: 222–224

RIGHTS & PERMISSIONS

Higher Education Press and Springer-Verlag GmbH Germany, part of Springer Nature