Skip to main content
Log in

Study on a conical bearing for acceleration-sensitive equipment

  • Technical Papers
  • Published:
Earthquake Engineering and Engineering Vibration Aims and scope Submit manuscript

Abstract

Seismic isolation effectively reduces seismic demands on building structures by isolating the superstructure from ground vibrations during earthquakes. However, isolation strategies give less attention to acceleration-sensitive systems or equipment. Meanwhile, as the isolation layer’s displacement grows, the stiffness and frequency of traditional rolling and sliding isolation bearings increases, potentially causing self-centering and resonance concerns. As a result, a new conical pendulum bearing has been selected for acceleration-sensitive equipment to increase self-centering capacity, and additional viscous dampers are incorporated to enhance system damping. Moreover, the theoretical formula for conical pendulum bearings is supplied to analyze the device’s dynamic parameters, and shake table experiments are used to determine the proposed device’s isolation efficiency under various conditions. According to the test results, the newly proposed devices have remarkable isolation performance in terms of minimizing both acceleration and displacement responses. Finally, a numerical model of the isolation system is provided for further research, and the accuracy is demonstrated by the aforementioned experiments.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Cheng CT and Chao CH (2017), “Seismic Behavior of Rocking Base-Isolated Structures,” Engineering Structures, 139: 46–58.

    Article  Google Scholar 

  • Cheng Y, Li S, Lu Z, et al. (2018), “Seismic Risk Mitigation of Cylindrical Electrical Equipment with a Novel Isolation Device,” Soil Dynamics and Earthquake Engineering, 111: 41–52.

    Article  Google Scholar 

  • Foti D (2019), “Rolling Devices for Seismic Isolation of Lightweight Structures and Equipment. Design and Realization of a Prototype,” Structural Control and Health Monitoring, 26(3): e2311.

    Article  Google Scholar 

  • Foti D, Catalan Goni A and Vacca S (2013), “On the Dynamic Response of Rolling Base Isolation Systems,” Structural Control and Health Monitoring, 20(4): 639–648.

    Article  Google Scholar 

  • GB 50011-2010 (2010), Code for Seismic Design of Buildings, Ministry of Construction of Peoples Republic of China, Beijing: China. (in Chinese)

    Google Scholar 

  • Hamidi M and El Naggar MH (2007), “On the Performance of SCF in Seismic isolation of the Interior Equipment of Buildings,” Earthquake Engineering and Structural Dynamics, 36(11): 1581–1604.

    Article  Google Scholar 

  • Hamidi M, El Naggar MH, Vafai A and Ahmadi G (2003), “Seismic Isolation of Buildings with Sliding Concave Foundation (SCF),” Earthquake Engineering and Structural Dynamics, 32(1): 15–29.

    Article  Google Scholar 

  • Han Q, Liang X, Wen J, et al. (2020), “Multiple-Variable Frequency Pendulum Isolator with High-Performance Materials,” Smart Materials and Structures, 29(7): 075002.

    Article  Google Scholar 

  • Harvey PS Jr, Zéhil GP and Gavin HP (2014), “Experimental Validation of a Simplified Model for Rolling Isolation Systems,” Earthquake Engineering and Structural Dynamics, 43(7): 1067–1088.

    Article  Google Scholar 

  • Hsu TW and Chang CM (2021), “Dynamics Characteristics of Geometrically Nonlinear Isolation Systems for Seismic Protection of Equipment,” Earthquake Engineering and Structural Dynamics, 50(10): 2795–2816.

    Article  Google Scholar 

  • Ismail M and Rodellar J (2018), “Experimental Investigations of a Rolling-Based Seismic Isolation System,” Journal of Vibration and Control, 24(2):323–342.

    Article  Google Scholar 

  • Ismail M, Rodellar J and Ikhouane F (2009), “An Innovative Isolation Bearing for Motion-Sensitive Equipment,” Journal of Sound and Vibration, 326(3–5): 503–521.

    Article  Google Scholar 

  • Jangid RS and Londhe YB (1998), “Effectiveness of Elliptical Rolling Rods for Base Isolation,” Journal of Structural Engineering, 124(4): 469–472.

    Article  Google Scholar 

  • Kasalanati A, Reinhorn AM, Constantinou MC and Sanders D (1997), “Experimental Study of Ball-in-Cone Isolation System,” Proceedings of the ASCE Structures Congress XV, Portland, Oregon, 1191–1195.

  • Kavyashree BG, Patil S and Rao VS (2021), “Review on Vibration Control in Tall Buildings: from the Perspective of Devices and Applications,” International Journal of Dynamics and Control, 9(3): 1316–1331.

    Article  Google Scholar 

  • Kawai K (1891), “Structures free from the maximum seismic vibrations,” Kenchiku Zasshi, No. 60.

  • Kelly JM (1990), “Base Isolation: Linear Theory and Design,” Earthquake Spectra, 6(2): 223–244.

    Article  Google Scholar 

  • Kesti MG, Mowrtage W and Erdik M (2010), “Earthquake Risk Reduction of Structures by a Low-Cost Base Isolation Device: Experimental Study on BNC Bearing,” Proceedings of the 14th European Conference on Earthquake Engineering-ECEE, Macedonia: Ohrid.

    Google Scholar 

  • Lee GC, Ou YC, Niu T, Song J and Liang Z (2010), “Characterization of a Roller Seismic Isolation Bearing with Supplemental Energy dissipation for Highway Bridges,” Journal of Structural Engineering, 136(5): 502–510.

    Article  Google Scholar 

  • Li Bei, Chen Yu, Sun Ping, Li Bing and Liu Wan-feng (2017), “Engineering Measurement and Verification of Rolling Friction Coefficients,” Construction Machinery and Equipment, 48(4): 29–32. (in Chinese)

    Google Scholar 

  • Lin TW, Chern CC and Hone CC (1995), “Experimental Study of Base Isolation by Free Rolling Rods,” Earthquake Engineering and Structural Dynamics, 24(12): 1645–1650.

    Article  Google Scholar 

  • Lin TW and Hone CC (1993), “Base Isolation by Free Rolling Rods Under Basement,” Earthquake Engineering and Structural Dynamics, 22: 261–273.

    Article  Google Scholar 

  • Lopez GD and Soong TT (2003), “Sliding Fragility of Block-Type Nonstructural Components. Part 2: Restrained Components,” Earthquake Engineering and Structural Dynamics, 32(1):131–149.

    Article  Google Scholar 

  • Mahmood H and Amirhossein S (2011), “Using Orthogonal Pairs of Rollers on Concave Beds (OPRCB) as a Base Isolation System- Part I: Analytical, Experimental and Numerical Studies of OPRCB Isolators,” The Structural Design of Tall and Special Buildings, 20(8): 928–950.

    Article  Google Scholar 

  • Menga N, Foti D and Carbone G (2017), “Viscoelastic Frictional Properties of Rubber-Layer Roller Bearings (RLRB) Seismic Isolators,” Meccanica, 52(11): 2807–2817.

    Article  Google Scholar 

  • Najafijozani M, Becker TC and Konstantinidis D (2020), “Evaluating Adaptive Vertical Seismic Isolation for Equipment in Nuclear Power Plants,” Nuclear Engineering and Design, 358: 110399.

    Article  Google Scholar 

  • Ning XQ, Dai JW, Wang DZ and Bai Wen (2017), “Shaking Table Test of Seismic Bracings in Piping Systems,” 16th World Conference on Earthquake-WCEE, Santiago: Chile, Paper N416.

    Google Scholar 

  • Ou YC, Song J and Lee GC (2010), “A parametric Study of Seismic Behavior of Roller Seismic Isolation Bearings for Highway Bridges,” Earthquake Engineering and Structural Dynamics, 39(5): 541–559.

    Article  Google Scholar 

  • Pranesh M and Sinha R (2000), “VFPI: An Isolation Device for Aseismic Design,” Earthquake Engineering and Structural Dynamics, 29: 603–627.

    Article  Google Scholar 

  • Reyes SI and Almazán JL (2020), “A Novel Device for a Vertical Rocking Isolation System with Uplift Allowed for Industrial Equipment and Structures,” Engineering Structures, 214: 110595.

    Article  Google Scholar 

  • Skinner RI, Robinson WH and McVerry GH (1993), An Introduction to Seismic Isolation, John Wiley and Sons: Chichester, England.

    Google Scholar 

  • Touaillon J (1870), “Improvement in Buildings,” U.S. Patent 99, 973.

  • Tsai MH, Wu SY, Chang KC and Lee GC (2007), “Shaking Table Tests of a Scaled Bridge Model with Rolling Type Seismic Isolation Bearings,” Engineering Structures, 29(9): 694–702.

    Article  Google Scholar 

  • Wang SJ, Hwang JS, Chang KC, et al. (2014), “Sloped Multi-Roller Isolation Devices for Seismic Protection of Equipment and Facilities,” Earthquake Engineering and Structural Dynamics, 43(10): 1443–1461.

    Article  Google Scholar 

  • Xiong W, Zhang SJ, Jiang L Z, et al. (2018), “The Multangular-Pyramid Concave Friction System (MPCFS) for Seismic Isolation: A Preliminary Numerical Study,” Engineering Structures, 160: 383–394.

    Article  Google Scholar 

  • Yang Z, Xie Q, He C, et al. (2019), “Isolation Design for Slender Ultra-High-Voltage Composite Equipment Using Modal Parameters Considering Multiple Responses,” Engineering Structures, 200: 109709.

    Article  Google Scholar 

  • Zayas V, Low S and Mahin S (1987), “The Friction Pendulum System (FPS) Earthquake Resisting System,” Technical Report UCB/EERC87/01, University of California at Berkeley, USA.

    Google Scholar 

  • Zhou Q, Lu X, Wang Q, Feng D and Yao Q (1998), “Dynamic Analysis on Structures Base-Isolated by a Ball System with Restoring property,” Earthquake Engineering and Structural Dynamics, 27(8): 773–791.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Tao Jiang.

Additional information

Supported by: Scientific Research Fund of Institute of Engineering Mechanics, CEA under Grant No. 2019A03, Scientific Research Fund of Institute of Engineering Mechanics, CEA under Grant No. 2021D12, and National Key R&D Program of China under No. 2018YFC1504404

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Pang, H., Xu, W., Dai, J. et al. Study on a conical bearing for acceleration-sensitive equipment. Earthq. Eng. Eng. Vib. 23, 103–128 (2024). https://doi.org/10.1007/s11803-024-2230-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11803-024-2230-3

Keywords

Navigation