Scholarly record
DEFORMATION ANALYSIS OF THE CZERSKO POLSKIE ROLLER DAM STEEL DRUM USING CONVENTIONAL GEODETIC METHODS AND NEURAL NETWORKS
Abstract
Defining the stability of a structure depends on several factors. It is difficult to predict them and take into account in the design phase. Over time, many of them will cause changes in the location of its components. Measurements are required to be taken during the operation of a structure in order to find out about any changes in its geometry. This paper contains an elaboration of the results of measurements of the geometry of a steel drum which is a major component of the historical roller gate dam - Czersko Polskie - in Bydgoszcz. The availability of the drum surface for the measurements was limited to the visible part, downstream of the structure. Nevertheless, using the adopted calculation procedure it was possible to determine the position of the drum axis as well as the twisting and deformation of the drum surface. In order to estimate the extent of deformation of the steel drum, conventional methods of surveying were used alongside new methods based on artificial neural networks (Hecht-Nielsen neural network).
Publication Impact Profile
Publication details
References13
Adamson A., Alexa M., Approximating and intersecting surfaces from points, Eurographics Symposium on Geometry Processing, 2003;
Bilhana O., M. Emin Emiroglua, Kisib O., Use of artificial neural networks for prediction of discharge coefficient of triangular labyrinth side weir in curved channels, Advances in Engineering Software, Volume 42, Issue 4, April 2011, pp. 208–214, DOI: 10.1016/j.advengsoft.2011.02.006;
Hao Zhanga, Loc Haa, Quanwang Lib, Beerc M., Imprecise probability analysis of steel structures subject to atmospheric corrosion, Structural Safety, Volume 67, 2017, pp. 62–69, DOI: 10.1016/j.strusafe.2017.04.001
Hao Yang, Omidalizarandi M., Xiangyang Xu, Neumann I., Terrestrial laser scanning technology for deformation monitoring and surface modeling of arch structures, Composite Structures, Volume 169, 1 2017, pp. 173-179, DOI: 10.1016/j.compstruct.2016.10.095;
Kamiński W., The idea of monitoring surface deformations on unstable ground with the use of GPS technology, Bollettino di Geodesia a Scienze Affini, No 1, 2008, pp. 33- 45;
Kujawski E., Sztubecki J., Tang Y., A proposal of the parameters determination of vertical axis inclination of tower buildings, Reports on Geodesy z.1/90, 2011; pp 215- 221;
Lapko A., Sadowska-Buraczewska B., Tomaszewicz A., Experimental and numerical analysis of flexural composite beams with partial use of high strength/high performance concrete. Journal of Civil Engineering and Management, Vol. XI, No. 2, 2005; 115-120;
Mrówczyńska M., Studium of numerical intelligence selection methods solving problems of engineering geodesy, Oficyna Wydawnicza Uniwersytetu Zielonogórskiego, 2015 (in Polish);
Skrzypczak I., Buda-Ożóg L., Pytlowany T., Fuzzy method of conformity control for compressive strength of concrete on the basis of computational numerical analysis, Meccanica, Volume 51, Issue 2, 2016, pp 383–389;
Skrzypczak I., Buda-Ożóg L., Influence of compliance criteria on the v alue of reliability index, Archives of Civil Engineering, Vol. LXII, ISSUE 2, 2016, pp. 191- 203;
Sadowska-Buraczewska B., Influence of SFRC layer on deflections and cracks of composite RC slab, Archives of Civil Engineering, Vol. LXII, ISSUE 3, 2016,
Sztubecki J., Mrówczyńska M., Sztubecka M., Deformation monitoring of the steel cylinder of Czersko Polskie - a historical weir in Bydgoszcz, Architecture Civil Engineering Environment, 2016, 9, 3, pp. 105-110;
Wójcicki Z., Kostecki S., Grosel J., Operational Modal Analysis of weir on Odra river in Poland, Procedia Engineering, Volume 153, 2016, pp. 874-881;
Citing literature
Number of times cited according to Crossref: 1
View or Download full articleAccess options
SWS access login
Login as SWS Scientific CommitteeLogin as SWS Scientific PartnerLogin as SWS AuthorAuthors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.
For librarian assistance: [email protected]
Purchase Instant Access
- Article can be downloaded after successful payment.
- Article may be used according to SWS library access terms.
- Article cannot be redistributed.


