Fragility Analysis of Transmission Towers with a Strong Wind Based on First-Passage Failure Criterion
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摘要: 参照输电塔现行设计规范,首先,获得了风荷载作用下单塔结构的能力曲线,并依据结构构件的受力特征,以塔顶位移角为指标讨论了3种首次超越破坏的界限状态。其次,基于拉丁超立方抽样技术获得的结构等效静力计算样本,对界限值划分的合理性进行验证。最后,结合不确定分析样本的统计特性,计算塔架在最不利风向角下,不同顶点位移角限值的易损性曲线,并对比了采用动力可靠性分析获得的"三塔两线"体系计算结果。HCLPF(High Confidence, Low Probability of Failure)对应风速值表明,不同方法的计算结果较为接近,但单塔结构计算效率较高。Abstract: The capacity curves of lattice transmission towers under wind loading were first calculated based on current design codes. According to the stress characteristics of structural components, three performance indexes under the first-passage failure criterion were discussed by using the displacement angle of the tower top as an indicator. Then, these indexes were validated by implementing the statistical analysis based on the Latin Hypercube Sampling (LHS) of equivalent static calculation. Thirdly, the fragility curves under unfavorable wind directions were calculated with the uncertain characteristics of the vertex displacement angle. These results were validated with an overhead transmission line-tower system by using the first-passage failure theory. Wind speeds corresponding to the HCLPF (High Confidence, Low Probability of Failure) results showed that the results under different methods were very close to each other, but the LHS approach had higher calculation efficiency.
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Key words:
- transmission tower /
- capacity curve /
- fragility curve /
- HCLPF /
- first-passage failure
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