电厂电控柜抗震加固适用性评价

IF 1.2 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
Sangmoon Lee, B. Jeon, Sungwan Kim, Dawoon Yun, WooYoung Jung
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引用次数: 0

摘要

柜体底部与混凝土板之间是地震作用下的脆弱连接部位,旨在通过各种加固方法,寻找更有效提高柜体抗震性能的方法。为了提高电柜的抗震性能,考虑了安装隔振装置、增加柜底板与底座通道连接螺栓数量、焊接柜底板钢格栅等方法,并进行了三轴振动台试验,比较了每种情况下柜底板的抗震性能。根据加速度响应对各工况的抗震性能进行比较,发现采用隔振装置对地震力的减小效果最好。但在现场应用中存在时空局限性大、单价高的缺点。因此,预测本研究证明的通过增加连接螺栓数量来保证电气柜较高刚度的方法在现场应用中将是一种更经济、更现实的抗震性能方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluating the applicability of seismic retrofit of an electric cabinet in a power plant
It was intended to find a way to improve the earthquake resistance performance more effectively through various reinforcement methods regarding between the cabinet bottom and concrete slab, which is a vulnerable connection part in the event of an earthquake. In order to improve the earthquake resistance performance of an electric cabinet, methods such as installing a vibration isolation device, increasing the number of connecting bolts between cabinet bottom panel and base channel, welding a steel grid of cabinet bottom panel, etc. were considered and, in order to compare the performance of each case, a three-axis shaking table test was performed. As a result of comparing the seismic performance of each case according to the acceleration response, it was found that the reduction of seismic force was the best when applying the vibration isolation device. However, there is a disadvantage in that the spatial and temporal limitations are large and the unit price is high in field application. For this reason, it is predicted that a method of ensuring the higher rigidity of an electric cabinet by increasing the number of connecting bolts proved through this study would be a more economical and realistic seismic performance method in field application.
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来源期刊
CiteScore
3.40
自引率
6.20%
发文量
61
审稿时长
12 months
期刊介绍: Structures and Buildings publishes peer-reviewed papers on the design and construction of civil engineering structures and the applied research associated with such activities. Topics include the design, strength, durability and behaviour of structural components and systems. Topics covered: energy conservation, people movement within and around buildings, strength and durability of steel and concrete structural components, and the behaviour of building and bridge components and systems
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