XU Fang, YU Chengxin, HUANG Guilan, LIU Youguang. The Monitor of Steel Structure Bend Deformation Based on Digital Photogrammetry[J]. Geomatics and Information Science of Wuhan University, 2001, 26(3): 256-260.
Citation: XU Fang, YU Chengxin, HUANG Guilan, LIU Youguang. The Monitor of Steel Structure Bend Deformation Based on Digital Photogrammetry[J]. Geomatics and Information Science of Wuhan University, 2001, 26(3): 256-260.

The Monitor of Steel Structure Bend Deformation Based on Digital Photogrammetry

  • The load-bend curve and vertical axis curve express the unusual deformation or part destroy of steel structure.The digital photogrammetry method used to monitor the deformation of steel structures is an innovation of tradition surveying method. In order to prove the feasibility of using digital photogrammetry method in monitoring the deformation of steal structures,an experiment was conducted as follows.First,26 circle signs were averagely placed on the testing steel frame which was made in one tenth size of the real one.Second,a pressure experiment for the testing steel frame was conducted with 200t hydraulic machine.A series of images were taken from the vertical side at pressing status and bowed point status.Then the images were transmitted to the computer.Third,we process the images.The coordinates of each sign were acquired.Finally,the deformation of the steel structure could be analyzed. During image processing,we got the binary image and traced the edge's point.We detected and extracted the circle in the binary image.Each circle has just one horizontal symmetrical axis and one vertical symmetrical axis.The crossing point of the horizontal symmetrical axis and the vertical symmetrical axis is the circle centre.All possible horizontal and vertical axis can be extracted in the image.All the pixel symmetric to one pair axis could be grouped into one subimage,Thus all the isolated points,lines,and other irregular curves are removed at this stage. We got the image's coordinates of A and B at every load.The coordinates were horizontally moved,rotated,shrunk and enlarged.They became a series of coordinates of the same direction based on the left under side corner point as zero.The method mentioned above can achieve semiautomatic real-time monitor deformation.This paper introduces the surveying method,and presents the result of experiments.
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