A Study on the Response Characteristics of a Smart Seismic Isolation Device under Earthquake Excitation
A Study on the Response Characteristics of a Smart Seismic Isolation Device under Earthquake Excitation |
||
![]() |
![]() |
|
© 2025 by IJETT Journal | ||
Volume-73 Issue-9 |
||
Year of Publication : 2025 | ||
Author : Yu-Jin Jeong, Min-Woo Kim, Dong-Hwan Lee, Hyoung-Woo Lee | ||
DOI : 10.14445/22315381/IJETT-V73I9P117 |
How to Cite?
Yu-Jin Jeong, Min-Woo Kim, Dong-Hwan Lee, Hyoung-Woo Lee,"A Study on the Response Characteristics of a Smart Seismic Isolation Device under Earthquake Excitation", International Journal of Engineering Trends and Technology, vol. 73, no. 9, pp.194-201, 2025. Crossref, https://doi.org/10.14445/22315381/IJETT-V73I9P117
Abstract
During earthquakes, damage to Non-Structural Components (NSCs) inside buildings can cause critical system failure and human casualties, emphasizing the growing need for protective measures. In particular, if damaged, key equipment like telecommunication cabinets-though not structural-can lead to significant social and economic losses, requiring advanced vibration isolation technology. This study proposes a smart seismic isolation device for protecting non-structural components. Traditional base isolation systems mainly target entire structures and have limitations in controlling residual vibrations that occur above the natural frequency. The smart isolation device combines an LM guide-based isolation structure with an MR damper, allowing dynamic response control under external excitation. Finite Element Analysis (FEA) is performed to analyze vibration response characteristics with and without isolation and under varying damping ratios. The vibration reduction performance for indoor equipment is evaluated. This study suggests the applicability of smart seismic technology and its potential contribution to enhancing seismic performance in disaster response systems and securing the stability of critical NSCs.
Keywords
Seismic isolation technology, Smart isolation device, LM guide, MR damper, Vibration isolation.
References
[1] Yongqing Jiang et al., “A Data-Driven Approach for Predicting Peak Floor Response based on Visually Observed Rocking Behaviors of Freestanding NSCs,” Engineering Structures, vol. 332, 2025.
[CrossRef] [Google Scholar] [Publisher Link]
[2] Myeong Won Seo, Seung-Bok Choi, and Cheol-Ho Kim, “Design and Performance Evaluation of Magnetorheological Damper for Integrated Seismic Isolation System,” Journal of the Korea Academia-Industrial Cooperation Society, vol. 25, no. 5, pp. 392-398, 2024.
[CrossRef] [Google Scholar] [Publisher Link]
[3] Jae Seung Hwang, Seok Jun Joo, and Yun Seok Kim, Kurabayashi, “Dynamic Characteristics and Isolation Performance of Isolation Table System,” Journal of the Earthquake Engineering Society of Korea, vol. 5, no. 4, pp. 67-74, 2001.
[Publisher Link]
[4] Hyun Su Kim, and P.N. Roschke, “Numerical Study of Hybrid Base-Isolator with Magnetorheological Damper and Friction Pendulum System,” Journal of the Earthquake Engineering Society of Korea, vol. 9, no. 2, pp. 7-15, 2005.
[CrossRef] [Google Scholar] [Publisher Link]
[5] Mahdi Abdeddaim et al., “Optimal Design of Magnetorheological Damper for Seismic Response Reduction of Base-Isolated Structures Considering Soil-Structure Interaction,” Structures, vol. 38, pp. 733-752, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[6] M.D. Christie et al., “A Variable Resonance Magnetorheological-Fluid-Based Pendulum Tuned Mass Damper for Seismic Vibration Suppression,” Mechanical Systems and Signal Processing, vol. 116, pp. 530-544, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[7] Young-Soo Chun et al., “Seismic Response of Apartment Building with Base Isolation System Consisting of Sliding-Type Bearing and Lead Rubber Bearing,” Journal of the Korea Concrete Institute, vol. 19, no. 4, pp. 507-514, 2007.
[CrossRef] [Google Scholar] [Publisher Link]
[8] Yerik T. Bessimbayev et al., “The Creation of Geotechnical Seismic Isolation from Materials with Damping Properties for the Protection of Architectural Monuments,” Buildings, vol. 14, no. 5, pp. 1-17, 2024.
[CrossRef] [Google Scholar] [Publisher Link]
[9] Pan Liu et al., “Seismic Performance of Hybrid Seismic Isolation Bearing System: Shake Table Test and Nonlinear Numerical Analysis,” Soil Dynamics and Earthquake Engineering, vol. 196, 2025.
[CrossRef] [Google Scholar] [Publisher Link]
[10] Chieh-Yu Liu, and Chio-Ming Chang, “Design and Performance Evaluation of Seismic Isolation Bearings with Oblique Viscous Damper for Protection of Essential Equipment and Components,” Engineering Structures, vol. 336, 2025.
[CrossRef] [Google Scholar] [Publisher Link]
[11] Yiyang Wei et al., “A New Sliding Three-Dimensional Seismic Isolation Bearing Mechanical Model and its Seismic Performance,” Structures, vol. 72, 2025.
[CrossRef] [Google Scholar] [Publisher Link]
[12] Saebyeok Jeong et al., “Dynamic Responses of Base Isolation Devices for Telecommunication Equipment in Building Structures,” Journal of the Korea Institute for Structural Maintenance and Inspection, vol. 26, no. 1, pp. 39-48, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[13] Sang-Won Cho et al., “Smart Passive System Based on MR Damper,” Journal of the Earthquake Engineering Society of Korea, vol. 9, no.1, pp. 51-59, 2005.
[CrossRef] [Google Scholar] [Publisher Link]