Abstract
The issues and examples of remote monitoring, methods of technological improvement on the example of bridge structures are considered. After the analysis of the problems and examples of deformation monitoring was carried out, the next stage of the development of a technique for technological improvement began. As the analysis showed, the big problem of GNSS is the distortion of the signal from satellites. Also, international experience has shown under what conditions it is possible to use satellite coordinate determination. The first step in developing the methodology will be to study the conditions of monitoring and the object of research itself. And only then, starting from the specifics of the bridge structure, the optimal options for the provision of deformation monitoring with the use of satellite technologies will be considered.