@ARTICLE{Żółtowski_K._Nośność_2016, author={Żółtowski, K. and Kalitowski, P.}, number={No 4 / I}, journal={Archives of Civil Engineering}, pages={187-200}, howpublished={online}, year={2016}, publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES}, abstract={This article deals with the problem of determining the resistance of end-plate connections. A nonlinear FEM model of the joint was constructed in order to predict its carrying capacity. A standard code procedure was done as well. The analyses have been done to assess atypical end-plate joints designed and constructed as a part of roof structures.}, type={Artykuły / Articles}, title={Nośność na zginanie połączenia doczołowego elementów dwuteotywch dźwigara dachu, studium przypadku}, title={Moment resistance of I-section end-plate roof girder splices; a case study}, URL={http://www.journals.pan.pl/Content/103289/PDF/12%20Moment%20Resistance%20of%20I-Section%20End-Plate%20Roof%20Girder%20Splices%20A%20Case%20Study.pdf}, keywords={niespreżone połączenia doczołowe, połączenie zginane, analiza MES, dach hali sportowej, non-preloaded end-plate joint, bending connection, FEM analysis, sports hall roof}, }