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首页> 外文期刊>International Journal of Distributed Sensor Networks >Distributed Strain Sensor Networks for In-Construction Monitoring and Safety Evaluation of a High-Rise Building
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Distributed Strain Sensor Networks for In-Construction Monitoring and Safety Evaluation of a High-Rise Building

机译:分布式应变传感器网络,用于高层建筑的在建监控和安全评估

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The New Headquarters of Shenzhen Stock Exchange (NHSSE), currently being constructed in Shenzhen, China, is a high-rise building with a height of 245 m. One salient feature of NHSSE is its huge floating platform with an overall plan dimension of98 m×162 mand a total height of 24 m, making it one of the largest cantilever structures in the world. In recognition of the uniqueness of the floating platform, a long-term structural health monitoring (SHM) system has been designed and implemented by The Hong Kong Polytechnic University for both in-construction and in-service monitoring of NHSSE. As part of this monitoring system, 224 vibrating-wire strain gauges have been permanently installed to measure the strain responses of key structural components of the floating platform. A wireless strain monitoring system by integrating local tethered data acquisition and long-range wireless data transmission has been developed for real-time strain monitoring and visualization. This paper presents the stress evolution of the floating platform during dismantlement of temporary supports on the basis of the real-time monitoring data and the statistical stress analysis and safety evaluation of the floating platform by use of the long-term monitoring data, as well as the effect of the welding residual stress on structural safety of NHSSE.
机译:深圳证券交易所新总部(NHSSE)目前在中国深圳兴建,是一幢高245m的高层建筑。 NHSSE的一个显着特征是其巨大的浮动平台,总平面尺寸为98 m×162,总高度为24 m,使其成为世界上最大的悬臂结构之一。认识到浮动平台的独特性,香港理工大学设计并实施了长期结构健康监测(SHM)系统,用于NHSSE的在建和在役监测。作为此监控系统的一部分,已永久安装了224个振弦式应变仪,以测量浮动平台关键结构部件的应变响应。通过将本地系留数据采集和远程无线数据传输集成在一起的无线应变监测系统已经开发出来,用于实时应变监测和可视化。本文基于实时监测数据,利用长期监测数据对浮平台进行统计应力分析和安全评估,并提出了临时平台拆除过程中浮平台的应力变化,以及焊接残余应力对NHSSE结构安全性的影响。

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