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Simplified Estimation Method for First Excursion Probability of Secondary System withHysteresis Characteristics

机译:具有滞后特性的二次系统的一次偏移概率的简化估计方法

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When the secondary system such as pipings, tanks and other mechanical equipment installed on the primary system such as buildingsis subjected to excess seismic load, the response of the system exceeds yield deformation. In this paper, an simplified estimation method ofthe first excursion probability of the secondary system with hysteresis loop characteristics caused by plastic deformation is proposed. As ananalytical model, the primary system and the secondary system are simulated as single-degree-of-freedom system respectively for simplicity.As restoring force-deformation relation, bilinear hysteresis loop characteristics is used. First, an analytical method for the secondary systemwith hysteresis loop characteristics caused by plastic deformation is presented. This method is based on equivalent linearization method. Asinput excitations, two kinds of artificial time histories are used. One is nonstationary filtered white noise and the other is artificial time historycompatible to the design response spectrum. Next, by using the proposed method, some numerical examples are shown. From the numericalexamples, it is found that when the tolerance level is normalized by the maximum response or the maximum standard deviation of responseof the linear secondary system without plastic deformation, the first excursion probability is independent of mass ratio of the secondarysystem to the primary system, the damping ratio and the natural period of the sexondary system. For aseismic design of structures, responsespectrum which corresponds to the maximum response of the single-degree-of-freedom system is used. The maximum response of thesecondary system can be estimated by amplification factor or modal analysis. The maximum standard deviation corresponds to the maximumresponse. The proposed method is expected to be practical and simplified estimation method of the first excursion probability of thesecondary system.
机译:当安装在主系统(例如建筑物)上的辅助系统(例如管道,储罐和其他机械设备)承受过大的地震荷载时,系统的响应会超过屈服变形。提出了一种具有塑性变形引起的磁滞回线特性的二次系统一次偏移概率的简化估计方法。作为分析模型,为简便起见,将一次系统和二次系统分别模拟为单自由度系统。为恢复力-变形关系,使用了双线性磁滞回线特性。首先,给出了具有塑性变形引起的磁滞回线特性的二次系统的解析方法。该方法基于等效线性化方法。作为输入激励,使用两种人工时间历史。一种是非平稳滤波的白噪声,另一种是与设计响应谱兼容的人工时间历史。接下来,通过使用所提出的方法,示出了一些数值示例。从数值示例中可以发现,当容差水平通过线性二次系统的最大响应或最大标准偏差(没有塑性变形)标准化时,第一偏移概率与二次系统与一次系统的质量比无关,六边形系统的阻尼比和自然周期。对于结构的抗震设计,使用对应于单自由度系统的最大响应的响应谱。次级系统的最大响应可以通过放大因子或模态分析来估计。最大标准偏差对应于最大响应。预期该方法将是实用且简化的二次系统一次偏移概率估计方法。

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