Global reliability assessment of coupled transmission tower-insulator-line systems considering soil-structure interaction subjected to multi-hazard of wind and ice

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Constructional Steel Research Pub Date : 2024-09-03 DOI:10.1016/j.jcsr.2024.109004
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Abstract

This study aims to assess the global reliability of coupled transmission tower-insulator-line systems considering soil-structure interaction (CTTILSs-SSI) subjected to multi-hazard of wind and ice. Firstly, two simplified models of CTTILSs-SSI under stochastic wind and ice loads are established, and their governing equations are derived through the Lagrange equation. On this basis, a global reliability assessment framework of CTTILSs-SSI is proposed based on the improved maximum entropy method, in which the global performance function of CTTILSs-SSI is defined via the state variable description method. Finally, a practical ultra-high voltage overhead transmission line located on the icing zone is chosen to illustrate the proposed framework. Moreover, to investigate the influence of soil-structure interaction (SSI) and soil types on the global reliability of transmission tower-insulator-line systems (TTILSs), the global reliability of CTTILSs-SSI with various soil types is compared with that of a fixed base system. The results indicate that under the in-plane wind and ice loads, the global failure probability of TTILSs is almost zero, and it is essentially not affected by the SSI effect and soil types. However, under the out-of-plane wind and ice loads, the global failure probability of CTTILSs-SSI is higher than that of the fixed base system, and the global failure probability of CTTILSs-SSI increases as the soil stiffness decreases. Accordingly, it may be more reasonable to consider the SSI effect into the global reliability analysis of TTILSs subjected to ice and out-of-plane wind loads, particularly when the soil is soft.

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考虑土壤-结构相互作用的输电塔-绝缘子-线路耦合系统在风和冰多重灾害下的全球可靠性评估
本研究旨在评估考虑土壤-结构相互作用的耦合输电塔-绝缘子-线路系统(CTTILSs-SSI)在风和冰多重灾害下的全球可靠性。首先,建立了随机风荷载和冰荷载下 CTTILSs-SSI 的两个简化模型,并通过拉格朗日方程推导出其控制方程。在此基础上,基于改进的最大熵法提出了 CTTILSs-SSI 的全局可靠性评估框架,其中通过状态变量描述方法定义了 CTTILSs-SSI 的全局性能函数。最后,选择了一条位于结冰区的实际特高压架空输电线路来说明所提出的框架。此外,为了研究土壤-结构相互作用(SSI)和土壤类型对输电塔-绝缘子-线路系统(TTILSs)全局可靠性的影响,比较了不同土壤类型的 CTTILSs-SSI 与固定基座系统的全局可靠性。结果表明,在平面内风荷载和冰荷载作用下,TTILS 的整体失效概率几乎为零,且基本上不受 SSI 效应和土壤类型的影响。但在平面外风荷载和冰荷载作用下,CTTILSs-SSI 的全局破坏概率高于固定基座系统,且 CTTILSs-SSI 的全局破坏概率随土壤刚度的减小而增大。因此,在对承受冰荷载和平面外风荷载的 TTILS 进行总体可靠性分析时,考虑 SSI 效应可能更为合理,尤其是在土质松软的情况下。
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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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