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Construction principle of NES shock absorber and its application in frame structure

机译:NES减震器的施工原理及其在框架结构中的应用

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Purpose - The purpose of this paper is to describe the structure of nonlinear dampers and the dynamic equations, and nonlinear realization principles and optimize the parameters of nonlinear dampers. Using the finite element method to analyze the seismic performance of the frame structure with shock absorber. Design/methodology/approach - The nonlinear shock absorber was installed in a six-storey reinforced concrete frame structure to study its seismic performance. The main structure was designed according to the eight degree seismic fortification intensity, and the time history dynamic analysis was carried out by Abaqus finite element software. EL-Centro, Taft and Wenchuan seismic record were selected to analyze the seismic response of the structure under different magnitudes and different acceleration peaks. Findings - Through the principle study and parameter analysis of the nonlinear shock absorber, combined with the finite element simulation results, the shock absorption performance and shock absorption effect of the nonlinear energy sink (NES) nonlinear shock absorber are given as follows: first, the damping of the NES shock absorber is satisfied, and the linear spring stiffness and nonlinear stiffness of the shock absorber are based on the relationship kl - knxk)2, so that the spring design length is fixed, and the linear stiffness of the shock absorber can be obtained. The nonlinear shock absorber has the characteristics of high rigidity and frequency bandwidth, so that the frequency is infinitely close to the frequency of the main structure, and when the mass of the shock absorber satisfies between 0.056 and 1, a good shock absorption effect can be obtained, and the reinforced concrete with the shock absorber is obtained. The frame structure can effectively reduce the seismic response, increase the natural vibration period of the structure and reduce the damage loss of the structure. Second, the spacer and each additional shock absorber have a small difference in shock absorption effect. After the shock absorber parameters are accurately calculated, the number of installations does not affect the shock absorption effect of the structure. Therefore, the shock absorber is properly constructed and accurately calculated. Parameters can reduce costs. Originality/value - New shock absorbers reduce earthquake-induced damage to buildings.
机译:目的 - 本文的目的是描述非线性阻尼器和动态方程的结构,以及非线性实现原理,并优化非线性阻尼器的参数。利用有限元法分析框架结构与减震器的地震性能。设计/方法/方法 - 非线性减震器安装在六层钢筋混凝土框架结构中,以研究其地震性能。主要结构根据八级地震强化强度设计,而Abaqus有限元软件执行的时间历史动态分析。选择El-Centro,Taft和Wenchuan地震记录,分析了不同幅度和不同加速峰下结构的地震反应。调查结果 - 通过非线性减震器的原理研究和参数分析,结合有限元仿真结果,非线性能量水槽(NES)非线性减震器的减震性能和减震效果如下:第一,满足NES减震器的阻尼,减震器的线性弹簧刚度和非线性刚度基于关系K1-KNXK)2,使得弹簧设计长度是固定的,并且减震器的线性刚度可以获得。非线性减震器具有高刚性和频率带宽的特点,使得频率无限地接近主结构的频率,并且当减震器的质量满足0.056和1时,可以是良好的减震效果获得,获得与减震器的钢筋混凝土。框架结构可以有效地降低地震响应,增加结构的自然振动周期并减少结构的损失。其次,间隔物和每个额外的减震器具有较小的减震效果差异。在精确计算减震器参数后,安装数量不会影响结构的减震效果。因此,减震器被适当地构造和准确地计算。参数可以降低成本。原创性/值 - 新的减震器可减少地震引起的建筑物损坏。

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