Yan-cheng Li

Dr. Yan-cheng Li

School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, Australia

Research Focus & Metrics

Academic Career Length

44Years (1983-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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11 November 2014 in Smart Materials and Structures
Verified
Journal Article
Closed access
Yan-cheng LiYan-cheng Li
Yan-cheng Li
JLJianchun Li
Jianchun Li
WLWeihua Li
Weihua Li
HDHaiping Du
Haiping Du

1 November 2019 in Composites Part B: Engineering
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Journal Article
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ZTZhuang Tian
Zhuang Tian
Yan-cheng LiYan-cheng Li
Yan-cheng Li
JZJiajia Zheng
Jiajia Zheng
SWShuguang Wang
Shuguang Wang

20 January 2020 in Advances in Structural Engineering
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Journal Article
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PDF file
HLHuan Li
Huan Li
Yan-cheng LiYan-cheng Li
Yan-cheng Li
JLJianchun Li
Jianchun Li
In recent years, negative stiffness vibration isolation device with nonlinear characteristic has become an emerging research area and attracted a significant amount of attentions in the community due to the promising potentials it brought into the field. Its high-static-low-dynamic stiffness property endows the capacity to realize effective vibration isolation and in the meantime to maintain the system stability. This article presents a comprehensive review of the recent research and developments on negative stiffness vibration isolation device. It begins with an introduction on the concept of negative stiffness and then provides a summary and discussion regarding the realization and characteristics of negative stiffness vibration isolation device. The article places its special interest on the principles, structure design, and device characterisation of different types of negative stiffness vibration isolation devices, including spring type, pre-bucked beam type, magnetism type, geometrically nonlinear structural type, and composite structural type. Besides, the applications of negative stiffness vibration isolation device, as well as negative stiffness damper, are summarized and discussed based on the current state-of-the-art. Finally, the conclusions and further discussion provide highlights of the investigation.

31 January 2013 in Smart Materials and Structures
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Journal Article
Closed access
Yan-cheng LiYan-cheng Li
Yan-cheng Li
JLJianchun Li
Jianchun Li
WLWeihua Li
Weihua Li
Bijan SamaliBijan Samali
Bijan Samali

29 August 2013 in Smart Materials and Structures
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Journal Article
Closed access
Yan-cheng LiYan-cheng Li
Yan-cheng Li
JLJianchun Li
Jianchun Li
TTTongfei Tian
Tongfei Tian
WLWeihua Li
Weihua Li

2 October 2013 in Smart Materials and Structures
Verified
Journal Article
Closed access
PDF file
JYJian Yang
Jian Yang
Haiping DuHaiping Du
Haiping Du
WLWeihua Li
Weihua Li
Yan-cheng LiYan-cheng Li
Yan-cheng Li
JLJianchun Li
Jianchun Li
HDHuaxia Deng
Huaxia Deng
This paper reports an experimental setup aiming at evaluating the performance of a newly designed magnetorheological elastomer (MRE) seismic isolator. As a further effort to explore the field-dependent stiffness/damping properties of the MRE isolator, a series of experimental testing were conducted. Based upon the analysis of the experimental responses and the characteristics of the MRE isolator, a new model that is capable of reproducing the unique MRE isolator dynamics behaviors is proposed. The validation results verify the model’s effectiveness to portray the MRE isolator. A study on the field-dependent parameters is then provided to make the model valid with fluctuating magnetic fields. To fully explore the mechanism of the proposed model, an investigation relating the dependence of the proposed model on every parameter is carried out.