基于威胁相关结构鲁棒性指标的输电塔线系统风脆弱性建模

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Xiao Zhu , Ge Ou
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引用次数: 0

摘要

输电塔脆弱性模型在分析电网在风、地震、冰等环境荷载作用下的恢复能力方面起着至关重要的作用。优势输电塔线脆性模型的极限状态依赖于塔尖位移阈值。提出了一种基于威胁相关结构鲁棒性测度的输电塔易损性模型。该方法在剔除动态风分析中确定的局部失效因素后,对重力作用下塔线系统中输电塔的鲁棒性进行评估和量化。通过鲁棒性指数的分布和变形塔的结构,确定了输电塔的不同极限状态。通过对不同极限状态下塔体脆性曲线与基于塔尖位移法和基于单元破坏法的分析比较,结果表明基于塔尖位移法的脆性模型高估了塔体的破坏概率。另一方面,所提出的方法使输电塔在风荷载作用下的失效概率评估具有更独特的物理意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Wind fragility modeling of transmission tower-line system based on threat-dependent structural robustness index
Transmission tower fragility models play a crucial role in analyzing the resilience of power grids subjected to various environmental loads such as wind, earthquake, and ice. The limit state of the dominant transmission tower-line fragility model relies on the threshold of tower tip displacement. This paper proposes a transmission tower fragility model based on a threat-dependent structural robustness measure. The proposed methodology evaluates and quantifies the robustness of the transmission tower in the tower-line system under gravity after removing the local failed elements identified from the dynamic wind analysis. Different limit states of the transmission tower are identified by the distribution of the robustness index and the deformed tower configuration. By comparing the developed fragility curves of the tower for different limit states with the tower tip displacement-based and the element failure-based methodologies, the results indicate that the tip displacement-based fragility model overestimates the failure probability of the tower. The proposed methodology, on the other hand, leads to a probabilistic assessment of transmission tower failure subjected to wind loading with a more distinctive physical meaning.
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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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