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江苏跨江大桥形变InSAR时空特征分析OA

Spatiotemporal characteristic analysis of cross-river bridge deformation in Jiangsu Province with InSAR

中文摘要英文摘要

基于2015-2024 年Sentinel-1 卫星数据,利用合成孔径雷达干涉测量(InSAR)技术对江苏省不同类型跨江大桥开展了长时序形变监测与分析.结果表明:InSAR技术可有效获取跨江大桥形变信息,监测效果受桥梁几何结构及材料特性影响显著;连续钢桁结构与钢桥塔具有良好的后向散射特性,监测点分布密集,利于精细刻画其周期性形变特征;斜拉桥与悬索桥形变主要集中于主跨中部,并向两端逐渐递减,累计形变量存在明显差异.结合温度数据分析表明,连续钢桁结构桥梁表现出显著的热胀冷缩效应,其周期性形变振幅由主跨中心向两端递增;斜拉桥与悬索桥的温变效应主要集中于钢结构桥塔部位.

Interferometric synthetic aperture radar(InSAR)was applied to Sentinel-1 satellite imagery from 2015 to 2024 to monitor long-term deformation of various cross-river bridge types in Jiangsu Province,China.The results demonstrate that InSAR effectively captures cross-river bridge deformation,with monitoring efficacy influenced by geometric structures and material properties of the bridge.Continuous steel truss structures and steel bridge towers exhibit strong backscattering characteristics,enabling dense monitoring point distributions that finely depict periodic deformation characteristics.For cable-stayed and suspension bridges,deformation concentrates at the mid-span and attenuates toward both ends,with notable differences in cumulative deformation magnitude.Integrated temperature data analysis reveals pronounced thermal expansion and temperature shrinkage effects in continuous steel truss bridges,characterized by periodic deformation amplitudes increasing from the mid-span center to both ends.Thermal effects in cable-stayed and suspension bridges are predominantly localized at steel bridge towers.

肖儒雅;王迅;李子阳;李益;何秀凤

河海大学地球科学与工程学院河海大学地球科学与工程学院南京水利科学研究院水灾害防御全国重点实验室南京市防汛机动抢险队河海大学地球科学与工程学院

跨江大桥形变监测InSAR小波分析时空特征江苏省

cross-river bridgedeformation monitoringInSARwavelet analysisspatiotemporal characteristicJiangsu Province

《河海大学学报(自然科学版)》 2026 (1)

102-111,10

国家自然科学基金项目(42174018,42574067)

10.3876/j.issn.1000-1980.2026.01.013

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