Laser pose calibration of ViSP for precise 6-DOF structural displacement monitoring
暂无分享,去创建一个
[1] Hyun Myung,et al. Pose-graph optimized displacement estimation for structural displacement monitoring , 2014 .
[2] Stathis C. Stiros,et al. Experimental Assessment of the Accuracy of GPS and RTS for the Determination of the Parameters of Oscillation of Major Structures , 2008, Comput. Aided Civ. Infrastructure Eng..
[3] Hyun Myung,et al. Incremental displacement estimation of structures using paired structured light , 2012 .
[4] Hyun Myung,et al. The displacement estimation error back-propagation (DEEP) method for a multiple structural displacement monitoring system , 2013 .
[5] Jong-Jae Lee,et al. Real-Time Displacement Measurement of a Flexible Bridge Using Digital Image Processing Techniques , 2006 .
[6] Piotr Olaszek,et al. Investigation of the dynamic characteristic of bridge structures using a computer vision method , 1999 .
[7] Sami F. Masri,et al. A vision-based approach for the direct measurement of displacements in vibrating systems , 2003 .
[8] Alan Dodson,et al. Impact of GPS satellite and pseudolite geometry on structural deformation monitoring: analytical and empirical studies , 2004 .
[9] Hyun Myung,et al. Vision-based displacement measurement method for high-rise building structures using partitioning approach , 2010 .
[10] Chih-Chen Chang,et al. Nontarget Stereo Vision Technique for Spatiotemporal Response Measurement of Line-Like Structures , 2008 .
[11] Hani Nassif,et al. Comparison of laser Doppler vibrometer with contact sensors for monitoring bridge deflection and vibration , 2005 .
[12] Hyun Myung,et al. Paired Structured Light for Structural Health Monitoring Robot System , 2011 .
[13] Hyun Myung,et al. A paired visual servoing system for 6-DOF displacement measurement of structures , 2011 .