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Optimal Sensor Placement of TYTON Joints in the Water Pipeline Networks Subjected to Near-Fault and Far-Fault Earthquakes

机译:泰国接头在近端故障和远端地震的水管网络中的最佳传感器放置

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Water pipeline networks make up vital infrastructures throughout the world. Since water pipelines operate under high pressure, their failure can cause severe damage to human health and property. In this study, the water pipeline network of a district in Tehran was modeled using the Finite Element Method (FEM). Also, nonlinear time-history analysis was performed via seismic scaled records of Near-Fault (NF) and Far-Fault (FF) earthquakes. Furthermore, Optimal Sensor Placement (OSP) procedure was done in which a Genetic Algorithm (GA) was selected to act as the solution of the optimization formulation. Only TYTON joints in the modeled network were considered for OSP due to their vulnerability against seismic loads. Unlike the common algorithms that employ modal analysis results, the authors propose a novel approach for OSP that uses nonlinear time-history analysis results as an exact seismic response. Statistical results showed that there is a significant difference between the obtained OSP results of NF and FF earthquakes.
机译:水管网络在全世界弥补了重要的基础设施。由于水管道在高压下运行,因此其失效可能会对人类健康和财产造成严重损害。在这项研究中,使用有限元方法(FEM)进行建模德黑兰区的水管网络。此外,非线性时间历史分析是通过地震缩放记录进行的近断层(NF)和FAR-FAULT(FF)地震进行的。此外,完成了最佳传感器放置(OSP)程序,其中选择遗传算法(GA)作为优化制剂的解决方案。由于对抗地震荷载的脆弱性,仅考虑了建模网络中的泰顿接头。与采用模态分析结果的常见算法不同,作者提出了一种新的OSP方法,它使用非线性时间历史分析结果作为精确地震响应。统计结果表明,获得的NF和FF地震的OSP结果之间存在显着差异。

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