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A Novel Method to Calculate the Dynamic Reliability of Space Structures Subjected to Multi-Dimensional Multi-Support Excitations

机译:计算多维多支撑激励下空间结构动力可靠性的新方法

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Extensively researches have been carried out on seismic analysis of space structures subjected to multi-dimensional multi-support excitations. However, the research on dynamic reliability of stochastic response is just little. Extreme value distribution (EVD) of dynamic response of stochastic space structures is so necessary to dynamic reliability. Nevertheless, there is no effective approach to obtain EVD as yet. Hence the recently formulated probability density evolution method (PDEM) is adopted to obtain the EVD and subsequently evaluate dynamic reliability of space structure subjected to multi-dimensional multi-support excitations. PDEM can effectively gain the EVD and calculate the dynamic reliability of stochastic structures. To demonstrate the accuracy and efficiency of the PDEM in space structures, a single-layer spherical reticulated dome is extensively researched and the EVD and dynamic reliability is observed and analyzed, respectively. In the present paper five apparent wave velocities and four displacement thresholds in vertical direction are taken into consideration. Compared with the results evaluated by conventional simulation method, the PDEM is of accuracy, efficiency and versatility in space structures.
机译:对于受到多维多支撑激励的空间结构的地震分析已经进行了广泛的研究。但是,关于随机响应的动态可靠性的研究很少。随机空间结构动态响应的极值分布(EVD)对于动态可靠性非常必要。然而,目前尚没有有效的方法来获得EVD。因此,采用最近制定的概率密度演化方法(PDEM)来获得EVD,并随后评估受到多维多支撑激励的空间结构的动态可靠性。 PDEM可以有效地获得EVD并计算随机结构的动态可靠性。为了证明PDEM在空间结构中的准确性和效率,对单层球形网状圆顶进行了广泛研究,并分别观察和分析了EVD和动态可靠性。在本文中,考虑了五个视在波速和四个垂直方向的位移阈值。与传统仿真方法评估的结果相比,PDEM在空间结构上具有准确性,效率和多功能性。

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