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Robust passive damper design for building structures under uncertain structural parameter environments

机译:不确定结构参数环境下建筑结构的鲁棒被动阻尼器设计

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摘要

An enhanced and efficient methodology is proposed for evaluating the robustness of an uncertain structure with passive dampers. Although the structural performance for seismic loads is an important design criterion in earthquake-prone countries, the structural parameters such as storey stiffnesses and damping coefficients of passive dampers are uncertain due to various factors or sources, e.g. initial manufacturing errors, material deterioration, temperature dependence. The concept of robust building design under such uncertain structural-parameter environment may be one of the most challenging issues to be tackled recently. By applying the proposed method of interval analysis and robustness evaluation for predicting the response variability accurately, the robustness of a passively controlled structure can be evaluated efficiently in terms of the so-called robustness function. An application is presented of the robustness function to the design and evaluation of passive damper systems.
机译:提出了一种改进的高效方法,用于评估带有被动阻尼器的不确定结构的鲁棒性。尽管在地震多发国家,地震荷载的结构性能是重要的设计标准,但由于各种因素或来源,例如被动阻尼器的储层刚度和阻尼系数等结构参数不确定。初始制造错误,材料劣化,温度依赖性。在这种不确定的结构参数环境下,坚固的建筑设计概念可能是最近要解决的最具挑战性的问题之一。通过应用所提出的区间分析和鲁棒性评估方法来准确地预测响应变异性,可以根据所谓的鲁棒性函数有效地评估被动控制结构的鲁棒性。提出了鲁棒性函数在无源阻尼器系统设计和评估中的应用。

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