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Influence of supporting frame on seismic performance of 1100-kV UHV-GIS bushing

机译:支撑架对1100 kV UHV-GIS套管抗震性能的影响

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摘要

This paper evaluates the influence of supporting frames on the seismic performance of an ultra-high voltage (UHV) gas insulated switchgear (GIS) bushing. Shaking table tests were carried out on a full-size UHV-GIS bushing mounted on two identical supporting frames except for their braces and joints. Finite element analyses were carried out on the joints' stiffness of the two frames, and seismic analyses on the bushing-supporting frame systems were conducted. Afterwards, parametric analyses on the joints' rotational and axial stiffness in the frames were carried out. The results indicated that the dynamic properties of the supporting frames affect the seismic performance of the bushing. After retrofitting, the amplification effects of the frame were reduced, and the seismic performance of the system improved. Moreover, the frame mainly amplified the acceleration response spectra near the fundamental frequency of the frame itself. The supplemented braces made greater contributions to reduce the seismic responses of the GIS bushiung, and increasing the joints' stiffness could reduce the severity of seismic responses on a bushing. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文评估了支撑架对超高压(UHV)气体绝缘开关设备(GIS)套管的抗震性能的影响。在安装在两个相同支撑框架上的全尺寸UHV-GIS衬套(除了支撑和接头处)上进行了振动台测试。对两个框架的节点刚度进行了有限元分析,并对衬套-支撑框架系统进行了地震分析。之后,对框架中关节的旋转和轴向刚度进行参数分析。结果表明,支撑架的动力特性影响衬套的抗震性能。改造后,减小了框架的放大效果,提高了系统的抗震性能。此外,框架主要在框架本身的基本频率附近放大了加速度响应谱。附加的撑杆为减少GIS衬套的地震响应做出了更大的贡献,而增加接头的刚度可以降低衬套上地震响应的严重性。 (C)2019 Elsevier Ltd.保留所有权利。

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