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首页> 外文期刊>Electrical engineering in Japan >The Influence Analysis that a Phase Characteristic of the High-Level Earthquake Gives to Vibration Response Characteristic of the 550-kV Disconnectors
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The Influence Analysis that a Phase Characteristic of the High-Level Earthquake Gives to Vibration Response Characteristic of the 550-kV Disconnectors

机译:高地震相特征对550 kV隔离开关振动响应特性的影响分析

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摘要

We developed the 550-kV disconnectors that strengthened earthquake proofing by the addition of the damper unit and weight reduction of conductive part based on the damage of the 550-kV disconnectors by the Great East Japan earthquake (March 11, 2011) and inspected the earthquake proofing performance by shake table test. In shake table test, we performed the test by the artificial seismic wave that varied in phase characteristic in addition to the test by resonance method. And, in a high-level earthquake area, we analyzed it about the influence that a phase characteristic of the artificial seismic wave gave to stress to occur in disconnectors. As a result, it is thought that the stress to occur in disconnectors is decided by a primary natural frequency basically because a bending strain to occur to the disconnectors in the time when the resonance frequency ingredient becomes the big acceleration response value grows big. But, on a particular phase condition, it was confirmed that the bending strain to occur in disconnectors might grow big conspicuously. As for this, the possibility is thought about by influence of higher natural frequency doing superposition. (C) 2016 Wiley Periodicals, Inc.
机译:根据东日本大地震对550 kV隔离开关的损坏,我们开发了550 kV隔离开关,通过增加阻尼器单元和减少导电部件的重量来增强防震性能,并检查了地震通过摇表测试打样性能。在振动台试验中,除了通过共振法进行的试验以外,还通过相位特性变化的人工地震波进行了试验。并且,在高地震区,我们分析了人工地震波的相位特性对隔离开关中应力产生的影响。结果,认为在隔离开关上产生的应力主要由一次固有频率决定,这是因为在共振频率成分变为较大的加速度响应值时,在隔离开关上产生的弯曲应变变大。但是,已经证实,在特定的相状态下,隔离开关中发生的弯曲应变可能会明显增大。为此,考虑到较高的固有频率进行叠加的影响的可能性。 (C)2016威利期刊公司

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