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Deformation monitoring and analysis of the thermal expansion of high-rise buildings in Shanghai Lujiazui using tomography-based persistent scatterer interferometry

机译:基于断层摄影的持久散射散热法,上海陆家嘴高层建筑热膨胀的变形监测与分析

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We utilize a tomography-based persistent scatterer interferometric synthetic aperture radar (Tomo-PSInSAR) approach for monitoring the deformation performance and analysis of the thermal expansion of 33 high-rise buildings in Shanghai Lujiazui. For the purpose of this study, we use 31 stripmap acquisitions from TerraSAR-X missions spanning from December 2009 to February 2013. Considering that thermal expansion, concrete creep, and shrinkage are three long-term movements that occur in high-rise buildings with concrete structures, we use an extended 4-D SAR phase model, and three parameters (height, deformation velocity, and thermal amplitude) are estimated simultaneously. Additionally, we apply a two-tier network strategy to detect single and double PSs with no need for preliminary removal of the atmospheric phase screen in the study area. The thermal amplitude map demonstrates that the derived thermal amplitude of the buildings is highly related to the building height due to the upward accumulative effect of thermal expansion. The deformation velocity map reveals that the Shanghai World Financial Center is subject to a great deal of deformation during the newly built period due to concrete creep and shrinkage effects, which are height-dependent downward movements. In addition, the deformation rates caused by concrete creep and shrinkage are largest at the beginning and gradually decrease, finally achieving a steady state as time goes to infinity. In contrast, the deformation velocity map shows that the Jin Mao Tower is almost stable during this period. We observe a negative correlation between deformation characteristics and the time of completion of high-rise buildings, inferring that the newly built concrete buildings are more sensitive to concrete creep and shrinkage effects than the older concrete buildings. Our study emphasizes the potential of the Tomo-PSInSAR solution for monitoring the deformation performance and analysis of the thermal expansion of high-rise buildings. (C) 2019 Society of Photo-Optical Instrumentation Engineers (SPIE)
机译:我们利用基于断层摄影的持久散射者干涉性合成孔径雷达(Tomo-PSINSAR)方法,用于监测上海陆家嘴33家高层建筑的热膨胀变形性能和分析。出于本研究的目的,我们从2009年12月到2013年12月的Terrasar-X任务中获取了31个Stripmap收购。考虑到热膨胀,混凝土蠕变和收缩是三个长期运动,在具有混凝土的高层建筑物中出现结构,我们使用扩展的4-D SAR相模型,并同时估计三个参数(高度,变形速度和热幅度)。此外,我们应用双层网络策略来检测单个和双PSS,无需初步去除研究区域的大气相屏幕。热幅度图表明,由于热膨胀的向上累积效果,建筑物的衍生热幅度与建筑物高度高。变形速度图显示,由于混凝土蠕变和收缩效应,上海世界金融中心在新建期间受到大量变形,这是依赖于高度依赖的向下运动。此外,混凝土蠕变和收缩引起的变形率在开始时最大,逐渐减少,最后实现稳定状态,随着时间的流入。相比之下,变形速度图表明金毛塔在此期间几乎稳定。我们观察到变形特征与高层建筑物的完成时间之间的负相关,推断新建的混凝土建筑对比旧的混凝土建筑物的混凝土蠕变和收缩效应更敏感。我们的研究强调了Tomo-PSINAR解决方案的潜力,用于监测高层建筑物热膨胀的变形性能和分析。 (c)2019年光学仪表工程师协会(SPIE)

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