首页 | 本学科首页   官方微博 | 高级检索  
     检索      

基于地面三维激光扫描的桥梁挠度变形测量
引用本文:徐进军,郭鑫伟,廖骅,张洪波.基于地面三维激光扫描的桥梁挠度变形测量[J].大地测量与地球动力学,2017,37(6):609-613.
作者姓名:徐进军  郭鑫伟  廖骅  张洪波
摘    要:将地面三维激光扫描技术应用到桥梁挠度变形测量。针对桥底面点云的具体特点,采用点云拟合计算方法和重心计算方法,分别获取不同荷载情况下的桥底挠度变化,并进行对比分析,初步确定其变形测量精度,验证了该技术在桥梁挠度变形测量中的可行性。

关 键 词:三维激光扫描  点云拟合  点云重心  桥梁挠度  变形监测  

The Test on Bridge Deflection Deformation Monitoring by Terrestrial Laser Scanning
XU Jinjun,GUO Xinwei,LIAO Hua,ZHANG Hongbo.The Test on Bridge Deflection Deformation Monitoring by Terrestrial Laser Scanning[J].Journal of Geodesy and Geodynamics,2017,37(6):609-613.
Authors:XU Jinjun  GUO Xinwei  LIAO Hua  ZHANG Hongbo
Abstract:This paper examines bridge deflection measurement. Against the characteristics of the point cloud at the bottom surface of the bridge, two methods: fitting calculation and center of gravity calculation,are used to obtain the deflection change of the bridge under different loadings. The results are compared and analyzed and the preliminary measuring precision of this technology is confirmed. Theexperiment also verifies the feasibility of this technology in bridge deflection measurement.
Keywords:3D laser scanning  point cloud fitting  point cloud center of gravity  bridge deflection  deformation monitoring  
本文献已被 CNKI 等数据库收录!
点击此处可从《大地测量与地球动力学》浏览原始摘要信息
点击此处可从《大地测量与地球动力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号