Effectiveness of an inerter-spring-damper device in the seismic response control of a isolated structure under extreme earthquakes

CHONG Cholap1,KOHJU Ikago2,ZHANG Yongshan1

Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (12) : 112-117.

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PDF(1240 KB)
Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (12) : 112-117.

Effectiveness of an inerter-spring-damper device in the seismic response control of a isolated structure under extreme earthquakes

  • CHONG Cholap1,KOHJU Ikago2,ZHANG Yongshan1
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Abstract

This paper considers the use of an inerter-spring-damper (ISD) device to suppress excessive seismic responses of seismic isolated structures subjected to extreme earthquakes.The ISD consists of an inerter, a device that exerts forces proportional to the relative acceleration of its two ends, coupled with a series springs and dampers.The ISD is a device that can utilize amplified apparent mass and tuning effects.Based on the fixed-points theory, we derived closed-form expressions for optimal ISD tuning parameters for harmonically excited single-degree-of-freedom primary systems.The performance of the ISD was compared to the linear viscous damper (LVD) located at the isolation story, a 6 story seismic isolated structure was presented as an example, and the design of ISD optimum parameters was determined by optimum tuning formulae.The performance of the isolated structure containing an ISD and LVD device subjected to extreme earthquakes were investigated.The results show that utilizing the optimum ISD can result in an improvement in the seismic performance in comparison to the LVD.

Key words

 inerter;seismic isolated structure;extreme earthquakes / fixed-points theory / optimum parameters

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CHONG Cholap1,KOHJU Ikago2,ZHANG Yongshan1. Effectiveness of an inerter-spring-damper device in the seismic response control of a isolated structure under extreme earthquakes[J]. Journal of Vibration and Shock, 2019, 38(12): 112-117

References

[1]  Kasai K, Mita A, Kitamura H, et al. Performance of seismic protection technologies during the 2011 Tohoku-Oki earthquake [J]. Earthquake Spectra, 2013, 29(S1):265-293.
[2]  Spencer BF Jr. State of the art of structural control[J]. Journal of Structural Engineering 2003; 129(7):845–856.
[3]  Naeim F, Kelly J M. Design of seismic isolated structures: from theory to practice [M]. John Wiley & Sons. 1999.
[4]  Ikago K, Inoue N. Seismic control of buildings using apparent mass dampers with rotational amplifying mechanisms: A review of the state of the art [C]// 13th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures-Commemorating, JSSI 20th Anniversary, Sendai, Japan, 2013.
[5]  Arakaki T, Kuroda H, et al. Development of seismic devices applied to ball screw: Part 1 Basic performance test of RD-series[J]. AIJ Journal of Technology and Design, 1999, 8:239-244.
[6]  Saito K, Sugimura Y, Inoue N. A study on response control of a structure using viscous damper with inertial mass[J]. Journal of Structural Engineering B, 2008, 54:635-648.
[7]  Ikago K, Saito K, Sugimura Y, et al. Optimum seismic response control of multiple degree of freedom structures using tuned viscous mass dampers [C]// Proceedings of the Tenth International Conference on Computational Structures Technology, Valencia, Spain, 2010:
[8]  Ikago K, Saito K, Inoue N. Seismic control of single-degree-of-freedom structure using tuned viscous mass damper [J]. Earthquake Engineering & Structural Dynamics, 2012, 41(3):453–474.
[9]  Kikuchi J, Kakemoto K, Ikenaga M, et al. Seismic control of a base-isolated structure incorporated with a series viscous mass damper : Part1: outline of the damper and its basic response characteristics [C]// Summaries of Technical Papers of Annual Meeting. Architectural Institute of Japan, 2014:499-500.
[10]  Kakemoto K, Kikuchi J, Ikenaga M, et al. Seismic control of a base-isolated structure incorporated with a series viscous mass damper : Part2: optimum control of the system and application to an actual base-isolated building [C]// Summaries of Technical Papers of Annual Meeting. Architectural Institute of Japan, 2014:501-502.
[11] 李超, 张瑞甫, 赵志鹏, 等.调谐黏滞质量阻尼器基于遗传算法的参数优化研究[J].结构工程师,2016,32(04):124-131.
LI Cho, ZHANG Ruifu, ZHAO Zhiqeng, et al. Optimum study of tuned viscous mass dampers based on genetic algorithm[J]. Structural Engineers, 2016, 32(4):124-131.
[12] 邱吉祥, 裴星洙.调谐粘性质量阻尼器减震性能研究[J].工程抗震与加固改造,2016,38(1):65-71.
QIU Jixiang, PEI Xingzhu. Study on seismic performance of tuned viscous mass damper[J]. Earthquake Resistant Engineering and Retrofitting, 2016, 38(1):65-71.
[13]  罗浩, 张瑞甫, 沈华, 等. 基于定点理论的串联黏滞质量阻尼器参数优化[J]. 结构工程师, 2017, 33(2):41-46.
LUO Hao, ZHANG Ruifu, SHEN Hua, et al. Parameters optimization of the series viscous mass damper based on the fixed-point theory[J]. Structural Engineers, 2017,33(2):41-46.
[14]  Den Hartog JP. Mechanical Vibrations(4th edition)[M]. Dover: New York, 1985.
[15] Brock J E. A note on the damped vibration absorber[J]. Journal of Applied Mechanics, 1946, 13(4):A-284.
[16]  中华人民共和国国家标准. GB50011-2010 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010
GB 50011-2010, Code for seismic design of buildings[S]. Beijing: Architecture and Building Press, 2010.
[17] PEER Ground Motion Database[DB/OL], Pacific Earthquake Engineering Research Center, 20186
[18]  中华人民共和国国家标准. GB 18306-2015 中国地震动参数区划图[S]. 北京: 中国人民共和国国家质量监督检验检疫总局和中国国家标准化管理委员会, 2015
GB 18306-2015, Seismic ground motion parameters zonation map of China[S]. Beijing: General Administration of Quality Supervision, Inspection and Quarantine and Standardization Administration of the People's Republic of China, 2015.
 
 
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