首页> 外文会议>International symposium on innovation sustainability of structures in civil engineering >TEMPERATURE DISTRIBUTION OF GUANGZHOU NEW TV TOWER BASED ON STRUCTURAL HEALTH MONITORING DATA
【24h】

TEMPERATURE DISTRIBUTION OF GUANGZHOU NEW TV TOWER BASED ON STRUCTURAL HEALTH MONITORING DATA

机译:广州新型电视塔基于结构健康监测数据的温度分布

获取原文

摘要

For high-rise structures, temperature is one of the most significant factors to affect the structural responses. Field monitoring exercise of 600 m tall Guangzhou New TV Tower (GZNTVT) has shown that the diurnal movement at the top of the main structure due to variation of temperature could be larger than 10 cm in magnitude, which is even larger than the typhoon-induced displacement. Therefore, monitoring and understanding the temperature effects on the super-tall structure is of practical importance. A long-term structural health monitoring (SHM) system consisting of over 700 sensors of sixteen types has been implemented on the GZNTVT for real-time monitoring of the structure at both construction and service stages. As part of this sophisticated SHM system, 48 and 96 temperature sensors have been deployed at 12 cross-sections of the inner and outer tubes, respectively. In this paper, after examining the pre-classified temperature measurement data obtained under sunny days and nonsunny days, common characteristic of the daily temperature variation of the reinforced concrete inner tube is observed for the data acquired in sunny days. Making use of temperature measurement data obtained in 2010, the temperature distribution and variation properties of the inner tube were obtained. By assuming the thermal variation along the vertical direction is constant, the finite element model of a typical concrete wall of the inner tube is constructed to analyse the temperature distribution through the transient heat transfer analysis. The simulated results are further compared with the filed monitoring data.
机译:对于高层结构,温度是影响结构应答的最重要因素之一。 600米高的广州新电视塔(GZNTVT)的现场监测锻炼已经表明,由于温度变化导致的主要结构顶部的日间运动的幅度大于10厘米,甚至大于台风诱导的移位。因此,监测和了解对超高度结构的温度效应具有实际重要性。长期的结构健康监测(SHM)系统由超过700种传感器组成,在GZNTVT上实现了在构造和服务阶段的结构实时监控结构。作为该复杂的SHM系统的一部分,分别在12个内管和外管的12个横截面上展开了48和96个温度传感器。在本文中,在检查在阳光灿烂的日子和非乡村的预分类温度测量数据之后,对于在阳光明媚的日子中获得的数据,观察到钢筋混凝土内管的日常温度变化的共同特征。利用2010年获得的温度测量数据,获得内管的温度分布和变化特性。通过假设沿垂直方向的热变化是恒定的,构造内管的典型混凝土壁的有限元模型以通过瞬态传热分析分析温度分布。将模拟结果与提交的监测数据进行比较。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号