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A critical review on the vulnerability assessment of natural gas pipelines subjected to seismic wave propagation. Part 2: Pipe analysis aspects

机译:对遭受地震波传播的天然气管道脆弱性评估的严格审查。

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The socio-economic and environmental impact, in case of severe damage on Natural Gas (NG) pipeline networks, highlights the importance of a rational assessment of the structural integrity of this infrastructure against seismic hazards. Up to date, this assessment is mainly performed by employing empirical fragility relations, while a limited number of analytical fragility curves have also been proposed recently. The critical review of available fragility relations for the assessment of buried pipelines under seismically-induced transient ground deformations, presented in the first part of this paper, highlighted the need for further investigation of the seismic vulnerability of NG pipeline networks, by employing analytical methodologies, capable of simulating effectively distinct damage modes of this infrastructure. In this part of the paper, alternative methods for the analytical evaluation of the seismic vulnerability of buried steel NG pipelines are presented. The discussion focuses on methods that may appropriately simulate buckling failures of buried steel NG pipelines since these constitute critical damage modes for the structural integrity of this infrastructure, when subjected to seismically-induced transient ground deformations. Salient parameters that control the seismic response and vulnerability of buried pressurized steel pipelines and therefore should be considered by the relevant analytical methods, such as the operational pressure of the pipeline, the geometric imperfections of the pipeline walls, the trench backfill properties, the site characteristics and the spatial variability of the seismic ground motion along the pipeline axis, are thoroughly discussed. Finally, a new approach for the assessment of buried steel NG pipelines against seismically-induced buckling failures is introduced. Through the discussion, recent advancements in the field are highlighted, whilst acknowledged gaps are identified, providing recommendations for future research.
机译:在对天然气(NG)管道网络造成严重损害的情况下,其社会经济和环境影响突显了对该基础设施的结构完整性进行抗震评估的合理评估的重要性。迄今为止,该评估主要通过采用经验脆弱性关系来进行,而最近也提出了数量有限的分析脆弱性曲线。本文第一部分对用于评估地下地震作用下的地下管道的可用脆性关系进行了批判性综述,强调有必要通过分析方法进一步研究天然气管道网络的地震易损性,能够有效模拟此基础架构的不同破坏模式。在本文的这一部分中,提出了用于评估地下钢制天然气管道地震脆弱性的替代方法。讨论的重点是可以适当地模拟地下NG埋入式钢管的屈曲破坏的方法,因为当地震引起的瞬时地面变形时,这些构成了该基础设施结构完整性的关键破坏模式。控制埋入式压力钢管的地震响应和易损性的显着参数,因此应通过相关分析方法加以考虑,例如管道的工作压力,管道壁的几何缺陷,沟槽回填特性,工地特征深入讨论了沿管道轴线的地震地震动的空间变异性。最后,提出了一种新的评估地下钢制天然气管道抵抗地震引起的屈曲破坏的方法。通过讨论,重点介绍了该领域的最新进展,同时发现了公认的差距,为未来的研究提供了建议。

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