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

doi:10.1007/s11709-018-0509-z

Frontiers of Structural and Civil Engineering

2019, Vol. 13

Issue (4): 751-766 https://doi.org/10.1007/s11709-018-0509-z

本期目录

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

Zhenyuan LUO, Weiming YAN, Weibing XU(

), Qinfei ZHENG, Baoshun WANG

Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China

全文: PDF(4724 KB) HTML

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.

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

收稿日期: 2018-01-19 出版日期: 2019-07-10

Corresponding Author(s): Weibing XU

引用本文:

. [J]. Frontiers of Structural and Civil Engineering, 2019, 13(4): 751-766.
Zhenyuan LUO, Weiming YAN, Weibing XU, Qinfei ZHENG, Baoshun WANG. Experimental research on the multilayer compartmental particle damper and its application methods on long-period bridge structures. Front. Struct. Civ. Eng., 2019, 13(4): 751-766.

链接本文:

https://academic.hep.com.cn/fsce/CN/10.1007/s11709-018-0509-z
https://academic.hep.com.cn/fsce/CN/Y2019/V13/I4/751

type	physical quantity	dimension	similarity relation	similarity coefficient
geometric dimensions	size $L$	[L]	S_L	0.05000
geometric dimensions	displacement $δ$	[L]	$S δ = S L$	0.05000
material parameter	elastic modulus $E$	[FL⁻²]	S_E	1.00000
	stress $σ$	[FL⁻²]	$S σ$	1.00000
	equivalent mass density $ρ e$	[FT²L⁻⁴]	$S ρ e$	2.85000
dynamic index	time $T$	T	$S T = S L S ρ e / S E$	0.11300
	acceleration $a$	[FL⁻²]	$S a = S E / (S L S ρ e)$	7.02000
	frequency $v$	T⁻¹	$S v = 1 / S T$	8.89000
	stiffness k	[FL⁻¹]	$S K = S E S L$	0.05000
	mass m	[FL⁻¹]	$S m = S ρ e S L 3$	0.00084

Tab.1

Fig.1

Fig.2

Tab.2

Fig.3

Tab.3

Fig.4

Fig.5

Tab.4

Fig.6

Tab.5

Fig.7

Fig.8

Fig.9

Fig.10

Fig.11

1	W H Lin, A K Chopra. Earthquake response of elastic SDF systems with non-linear fluid viscous dampers. Earthquake Engineering & Structural Dynamics, 2002, 31(9): 1623–1642 https://doi.org/10.1002/eqe.179
2	J Zhu, W Zhang, K F Zheng, H G Li. Seismic design of a long-span cable-stayed bridge with fluid viscous dampers. Practice Periodical on Structural Design & Construction, 2016, 21(1): 04015006 https://doi.org/10.1061/(ASCE)SC.1943-5576.0000262
3	A Ras, N Boumechra. Seismic energy dissipation study of linear fluid viscous dampers in steel structure design. Alexandria Engineering Journal, 2016, 55(3): 2821–2832 https://doi.org/10.1016/j.aej.2016.07.012
4	D X Zhou, W M Yan, Y J Chen, C P Liu. Seismic analysis of a low tower cable-stayed bridge and application of lead shear damper. Applied Mechanics and Materials, 2011, 93: 1715–1719 https://doi.org/10.4028/www.scientific.net/AMM.90-93.1715
5	K Wilde, P Gardoni, Y Fujino. Base isolation system with shape memory alloy device for elevated highway bridges. Engineering Structures, 2000, 22(3): 222–229 https://doi.org/10.1016/S0141-0296(98)00097-2
6	A M Sharabash, B O Andrawes. Application of shape memory alloy dampers in the seismic control of cable-stayed bridges. Engineering Structures, 2009, 31(2): 607–616 https://doi.org/10.1016/j.engstruct.2008.11.007
7	T Chandrasekhara, R Debbarma. 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	M Gu, S R Chen, C C Chang. Parametric study on multiple tuned mass dampers for buffeting control of Yangpu Bridge. Journal of Wind Engineering and Industrial Aerodynamic, 2001, 89: 987–1000 https://doi.org/10.1016/S0167-6105(01)00094-0
9	M Shahrouzi, G Nouri, N Salehi. 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 https://doi.org/10.1007/s40999-016-0102-6
10	W H Robinson. Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes. Earthquake Engineering & Structural Dynamics, 1982, 10(4): 593–604 https://doi.org/10.1002/eqe.4290100408
11	D H Turkington, A J Carr, N Cooke, P J Moss. Seismic design of bridges on lead-rubber bearings. Journal of Structural Engineering, 1987, 12: 3000–3016
12	W M Yan, Y W Huang, H X He, J Wang. Particle damping technology and its application prospect in civil engineering. World Earthquake Engineering, 2010, 26: 18–24
13	Z Lu, X L Lv, W M Yan. A survey of particle damping technology. Journal of Vibration and Shock, 2013, 32: 1–7
14	E Skipor, L J Bain. Application of impact damping to rotary printing equipment. Journal of Mechanical Design-Transactions of the Asme, 1980, 102(2): 338–343 https://doi.org/10.1115/1.3254749
15	N D Sims, A Amarasinghe, K Ridgway. Particle dampers for workpiece chatter mitigation. Manufacturing Engineering Division, 2005, 16: 825–832
16	A Olȩdzki. A new kind of impact damper-from simulation to real design. Mechanism and Machine Theory, 1981, 16(3): 247–253 https://doi.org/10.1016/0094-114X(81)90039-2
17	Y Duan, Q Chen, S Lin. Experiments of vibration reduction effect of particle damping on helicopter rotor blade. Acta Aeronautica ET Astronautica Sinica, 2009, 30: 2113–2118
18	W, Liu G R, Tomlinson J A. Rongong The dynamic characterisation of disk geometry particle dampers. Journal of Sound & Vibration, 2005, 280: 849–861
19	J J Hollkamp, R W Gordon. Experiments with particle damping. International Society for Optics and Photonics, 1998, 3327: 2–12
20	Z Lu, X Chen, D Zhang, K Dai. Experimental and analytical study on the performance of particle tuned mass dampers under seismic excitation. Earthquake Engineering & Structural Dynamics, 2017, 46(5): 697–714 https://doi.org/10.1002/eqe.2826
21	Z Lu, D Wang, S F Masri, S Lu. 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 https://doi.org/10.12989/sss.2016.18.1.093
22	Z Lu, X Y Chen, D C Wang, X L Lv. Numerical simulation for vibration reduction control of particle tuned mass dampers. Journal of Vibration and Shock, 2017, 36: 46–50
23	W B Xu, W M Yan, J Wang, Y J Chen. A tuned particle damper and its application in seismic control of continuous viaducts. Journal of Vibration and Shock, 2013, 32: 94–99
24	W Yan, W B Xu, J Wang, Y J Chen. 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 https://doi.org/10.1061/(ASCE)BE.1943-5592.0000525
25	D Wang, C Wu. Vibration response prediction of plate with particle dampers using cosimulation method. Shock and Vibration, 2015, 7: 1–14
26	Z C Yang, Z J Li. Design and test for a type of particle impact damped dynamic absorber. Journal of Vibration and Shock, 2010, 29: 69–71
27	P Egger, L Caracoglia, J Kollegger. 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 https://doi.org/10.1002/stc.1812
28	Z X Li. Theory and Technique of Engineering Structure Experiments. Tianjin: Tianjin University Press, 2004 (in Chinese)
29	G Y Zhang. Bridge Structural Testing. Beijing: China Communications Press, 2002 (in Chinese)
30	A Goldshtein, M Shapiro, L Moldavsky, M Fichman. Mechanics of collisional motion of granular materials. Part 2. Wave propagation through vibrofluidized granular layers. Journal of Fluid Mechanics, 1995, 287: 349–382 https://doi.org/10.1017/S002211209500098X
31	A Q Li. Engineering Structure Vibration Control. Beijing: China Machine Press, 2007 (in Chinese)
32	W M Yan, J Wang, W B Xu, L Y Peng, K Zhang. Influence of connection stiffness on vibrartion control effect of tuned particle damper. Vibration and Shock, 2018, 37(3): 1–7
33	W B Xu. 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	T T Soong, G F Durgush. 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	X C, Hang L W, Jiang M H, Gu S Q, Wu Q G. Fei Accuracy of modal damping identification using frequency domain decomposition method. Journal of Vibration Engineering, 2015, 28(4): 518–524.
38	Z Lu, D C Zhang, X L Lv. Shaking table test of steel frame structure with particle tuned mass damper. Journal of Building Structures, 2017, 38: 10–17
39	H Fang, W Q Liu, R G Wang. Design method of energy-dissipating earthquake-reduction along longitudinal direction of self-anchored suspension bridge. Earthquake Engineering and Engineering Vibration, 2006, 26: 222–224

Viewed

Full text

Abstract

Cited

Shared

Discussed