This paper discusses the issue of determining the values of displacement points on the walls of buildings and structures during deformations using geodetic measurements of the values of displacements of adjacent points. It is proposed to use spline functions of one or two variables to calculate the offsets of points where no measurements were made, or where observations stopped starting from a certain stage. It is proposed to determine the spline coefficients either by interpolating the results from one observation cycle to arbitrary points, or by interpolating the observation results in previous cycles to points that were not observed in the new observation cycle. A specific example is used to evaluate the accuracy of the interpolation res...
This study explores the possibility of using frequency responses function curvature method and cubic...
There are many approaches to address geospatial monitoring of pipeline overpasses, among which the m...
The aim of this paper was to analyze vertical displacements in four different test areas, with vario...
Due to the increased use of areal measurement techniques, such as laser scanning in geodetic monitor...
In the article presents a new approach to processing results of geodetic observations of the highris...
The increasing interest in monitoring systems for soil displacements, prompted the authors to search...
Abstract: This work discusses the fundamentals of designing deep excavation support by means of obse...
The methodology of planning and performing geodetic activities in determining vertical displacement ...
The article considers the definition of absolute types of deformations, such as transfer and rotatio...
The article overviews the main reasons of settlings and other deformations of constructed and operat...
The problem of determining displacements of objects is an important and current issue, in particular...
The purpose of this paper is to determine the optimal method of researching the vertical displacemen...
Spline functions are a useful tool for modelling the shape of shell structures. They have curvature ...
Deformation Survey is the systematic measurement and tracking of the alteration in the shape or dime...
For the reason that there are several factors that affect large engineering structures, monitoring t...
This study explores the possibility of using frequency responses function curvature method and cubic...
There are many approaches to address geospatial monitoring of pipeline overpasses, among which the m...
The aim of this paper was to analyze vertical displacements in four different test areas, with vario...
Due to the increased use of areal measurement techniques, such as laser scanning in geodetic monitor...
In the article presents a new approach to processing results of geodetic observations of the highris...
The increasing interest in monitoring systems for soil displacements, prompted the authors to search...
Abstract: This work discusses the fundamentals of designing deep excavation support by means of obse...
The methodology of planning and performing geodetic activities in determining vertical displacement ...
The article considers the definition of absolute types of deformations, such as transfer and rotatio...
The article overviews the main reasons of settlings and other deformations of constructed and operat...
The problem of determining displacements of objects is an important and current issue, in particular...
The purpose of this paper is to determine the optimal method of researching the vertical displacemen...
Spline functions are a useful tool for modelling the shape of shell structures. They have curvature ...
Deformation Survey is the systematic measurement and tracking of the alteration in the shape or dime...
For the reason that there are several factors that affect large engineering structures, monitoring t...
This study explores the possibility of using frequency responses function curvature method and cubic...
There are many approaches to address geospatial monitoring of pipeline overpasses, among which the m...
The aim of this paper was to analyze vertical displacements in four different test areas, with vario...