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李延成教授团队在结构振动控制国际权威学术期刊《Structural Control and Health Monitoring》上发表论文

bat365官方网站李延成教授团队在结构振动控制国际权威学术期刊《Structural Control and Health Monitoring》上发表题为“Influence of inerter-based damper installations on control efficiency of building structures”的研究论文。2018级硕士生许天成为该论文的第一作者,李延成为通讯作者。

许天成作为硕士研究生共发表四篇一作SCI期刊论文,其他三篇论文分别发表在《Structural Control and Health Monitoring》、《Bulletin of Earthquake Engineering》和《Journal of Vibration and Control》上,该员工毕业论文被学院推荐申报江苏省土木建筑学会优秀论文。

Influence of inerter-based damper installations on control efficiency of building structures

Tiancheng Xu, Gang Yang, Yancheng Li#, Tao Lai

Abstract

In this study, the influences of the installation of inerter-based dampers (IBDs) on each modal response, IBDs stroke, inerter stroke, and control force produced by IBDs are derived analytically. A new installation scheme to implement the two ends of the IBDs across multiple storeys, i.e., span-storey installation, is proposed to enhance the control performance of IBDs. The paper starts with a single degrees of freedom (SDOF) system with IBD, and optimal parameters formulas of IBD based on 2 criterion are obtained. Then the multiple degrees of freedom (MDOF) system with the span-storey installed IBD is analyzed, and an optimization design method is proposed for the new installation method. The proposed design method of span-storey installed IBDs can reuse the design formulas in SDOF case and can reduce response of target modal. A 3-storey benchmark building model is selected as case study, and the results reveal that IBDs with new installation method outperform tuned mass damper (TMD) and the span-storey installation of IBDs is beneficial for control of first modal. Also, the proposed method is validated by the sensitivity analysis and impulse response analysis in case study. Besides, through the comparison of span-storey mounting strategy and increasing inertance strategy, one finds that the span-storey installation of IBDs can substantially improve the efficiency of inerter and damper and reduce the control force by amplifying the drift. Through the simulation on a 9-storey nonlinear benchmark building, the span-storey installed IBDs are found to possess high efficiency in seismic control and can significant reduce the building damage during earthquake.

文章在线网址:https://onlinelibrary.wiley.com/doi/abs/10.1002/stc.2929

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