@misc{Gawronek_Pelagia_Application, author={Gawronek, Pelagia and Makuch, Maria}, howpublished={online}, publisher={Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego}, language={eng}, abstract={The classical measurements of stability of railway bridge, in the context of determining the vertical displacements of the object, consisted on precise leveling of girders and trigonometric leveling of controlled points (fixed into girders` surface). The construction elements, which were measured in two ways, in real terms belonged to the same vertical planes.}, abstract={Altitude measurements of construction were carried out during periodic structural stability tests and during static load tests of bridge by train. The specificity of displacement measurements, the type of measured object and the rail land surveying measurement conditions were determinants to define methodology of altitude measurement.}, abstract={The article presents compatibility of vertical displacements of steel railway bridge, which were developed in two measurement methods. In conclusion, the authors proposed the optimum concept of determining the vertical displacements of girders by using precise and trigonometric leveling (in terms of accuracy, safety and economy of measurement).}, type={artykuł}, title={Application of classical land surveying measurement methods for determining the vertical displacement of railway bridges = Zastosowanie klasycznych metod geodezyjnych do wyznaczania przemieszczeń pionowych belek dźwigara mostu kolejowego}, keywords={determination of displacements, displacement of structure, deformation of structure, precise leveling, trigonometric leveling, steel railway bridge, wyznaczanie przemieszczeń, przemieszczenia obiektu, odkształcenia obiektu, niwelacja precyzyjna, niwelacja trygonometryczna, stalowy most kolejowy, metody geodezyjne}, }