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基于GNSS系统的大跨度悬索桥空间变位研究

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摘要 大跨悬索桥梁的结构空间位置的变化与结构内力变化是一个统一体,桥梁结构空间状态的监测和对比分析是评估结构安全使用状态的重要组成部分。本文研究基于GNSS(全球导航卫星系统)实现对桥梁结构整体空间状态的监测,为悬索桥结构安全评估提供重要数据支撑。
作者 毛幸全
出处 《科学技术创新》 2021年第14期130-131,共2页 Scientific and Technological Innovation
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  • 1YI TingHua1,2, LI HongNan1 & GU Ming2 1 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116023, China,2 State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China.Recent research and applications of GPS based technology for bridge health monitoring[J].Science China(Technological Sciences),2010,53(10):2597-2610. 被引量:18
  • 2YI TingHua1,2, LI HongNan1 & GU Ming2 1State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China,2State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China.Full-scale measurements of dynamic response of suspension bridge subjected to environmental loads using GPS technology[J].Science China(Technological Sciences),2010,53(2):469-479. 被引量:19
  • 3戴吾蛟,丁晓利,朱建军,陈永奇,李志伟.基于经验模式分解的滤波去噪法及其在GPS多路径效应中的应用[J].测绘学报,2006,35(4):321-327. 被引量:147
  • 4MOSCHAS F, STIROS S C. Three-dimensional Dy- namic Deflections and Natural Frequencies of a Stiff Footbridge Based on Measurements of Collocated Sensors[J]. Structural Control and Health Monito- ring,2014,21(1) :23-42.
  • 5YU J,MENG X,SHAO X,et al. Identification of Dy- namic Displacements and Modal Frequencies of a Me- dium-span Suspension Bridge Using Multimode GNSS Processing[J]. Engineering Structures, 2014,81 : 432- 443.
  • 6谢刚.全球导航卫星系统原理——GPS、格洛纳斯和伽利略系统[M].北京:电子工业出版社,2013.
  • 7LOVSE J W, TESKEY W F, LACHAPELLE G, et al. Dynamic Deformation Monitoring of Tall Struc- ture Using GPS Technology[J]. Journal of Surveying Engineering, 1995,121 (1) : 35-40.
  • 8LEACH M, HYZAK M. GPS Structural Monitoring as Applied to Cable-stayed Suspension Bridge[C]// IFS. Proceedings of 20th FIG Congress. Melbourne: IFS, 1994 : 1-10.
  • 9ASHKENAZI V,ROBERTS G W. Experimental Mo- nitoring of the Humber Bridge Using GPS[J]. Pro ceedings of the Institution of Civil Engineers-Civil Engineering, 1997,120 (4) : 177-182.
  • 10WATSON C, WATSON T, COLEMAN R. Structural Monitoring of Cable-stayed Bridge: Analysis of GPS Versus Modeled Deflections[J]. Journal of SurveyingEngineering,2007,133 (1) : 23-28.

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