潘超, 韩笑, 张瑞甫, 逯静洲. 基于最大耗能增效原则的惯容减震系统解析设计公式[J]. 工程力学, 2023, 40(4): 91-101. DOI: 10.6052/j.issn.1000-4750.2021.10.0754
引用本文: 潘超, 韩笑, 张瑞甫, 逯静洲. 基于最大耗能增效原则的惯容减震系统解析设计公式[J]. 工程力学, 2023, 40(4): 91-101. DOI: 10.6052/j.issn.1000-4750.2021.10.0754
PAN Chao, HAN Xiao, ZHANG Rui-fu, LU Jing-zhou. CLOSED-FORM DESIGN FORMULA FOR INERTER SYSTEM BASED ON THE PRINCIPLE OF MAXIMUM DAMPING ENHANCEMENT[J]. Engineering Mechanics, 2023, 40(4): 91-101. DOI: 10.6052/j.issn.1000-4750.2021.10.0754
Citation: PAN Chao, HAN Xiao, ZHANG Rui-fu, LU Jing-zhou. CLOSED-FORM DESIGN FORMULA FOR INERTER SYSTEM BASED ON THE PRINCIPLE OF MAXIMUM DAMPING ENHANCEMENT[J]. Engineering Mechanics, 2023, 40(4): 91-101. DOI: 10.6052/j.issn.1000-4750.2021.10.0754

基于最大耗能增效原则的惯容减震系统解析设计公式

CLOSED-FORM DESIGN FORMULA FOR INERTER SYSTEM BASED ON THE PRINCIPLE OF MAXIMUM DAMPING ENHANCEMENT

  • 摘要: 惯容减震系统在高效吸能的同时可放大其内部耗能装置的变形,从而提高耗能减震效率,此耗能增效特性是惯容减震系统的关键机理,可作为物理意义明确的惯容系统设计原则。但目前惯容耗能增效设计方法的计算公式复杂,不便应用。为充分发挥惯容系统的耗能增效特性,提出以“最大耗能增效”为设计原则,以满足性能需求为直接导向,进而推导出解析形式的惯容减震系统设计公式。基于随机振动理论得出了单自由度惯容减震结构在白噪声激励下均方响应的解析式,并结合极值条件及零固有阻尼假定完成了惯容系统最优参数的推导。在解析公式的基础上给出了惯容减震系统基于最大耗能增效原则的设计流程,并编制相应程序进行了单自由度惯容减震结构的算例设计与验证。算例分析结果验证了该文设计原则与解析公式的正确性与有效性。

     

    Abstract: An inerter system can absorb vibration energy efficiently and amplify the deformation of its internal energy dissipating device (EDD), thereby improving the EDD’s efficiency of energy dissipation and response mitigation. This is called the characteristic of damping enhancement, which is the key mechanism of the inerter system and can be used as a concise design principle for the inerter system. However, the existing damping-enhancement formulae for the design of inerter systems are complicated and inconvenient to apply. To give full play to the damping enhancement characteristic of the inerter system, the “maximum damping enhancement” is adopted as the design principle, and the satisfaction of the performance demands is taken as the direct goal. And then the closed-form design formulae are obtained. Based on the theory of random vibration, the closed-form formulae of the mean-square responses for a single-degree-of-freedom (SDOF) structure with an inerter system are obtained under the white noise excitation, and the expressions of optimal parameters of the inerter system are derived according to the extremum conditions and the non-inherent-damping assumption. The design process of the inerter damping system is provided based on the principle of damping enhancement and the closed-form formulae. The corresponding computer program is developed for the design and performance verification of SDOF structures with inerter systems. The analysis results of the design cases confirm the correctness and validity of the design principles and the simple closed-form formulae in this paper.

     

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