Print Email Facebook Twitter Traffic induced bearing loads and movements of a steel plate-girder bridge. Title Traffic induced bearing loads and movements of a steel plate-girder bridge. Author Bos, V. Contributor Bijlaard, F.S.K. (mentor) Kolstein, M.H. (mentor) Van der Veen, C. (mentor) Leendertz, J.S. (mentor) Freundt, U. (mentor) Houben, L.J.M. (mentor) Faculty Civil Engineering and Geosciences Department Design and Construction Date 2011-01-31 Abstract Structural bearings in bridges are subjected to loads and movements, causing wear of bearing components as PTFE-sheets, guides and internal seals. Nowadays, these components are tested for durability according to EN 1337. The parameters and procedures in these tests are questioned and, therefore, investigated in an existing plate-girder bridge in the Netherlands. This thesis provides the results and is part of a larger research in which, among other things, other bridges are studied. Subject BearingWearPlate-girder bridge To reference this document use: http://resolver.tudelft.nl/uuid:8f222f58-eddb-4024-9aab-9ef99745b499 Part of collection Student theses Document type master thesis Rights (c) 2011 Bos, V. Files PDF Report_print_version.pdf 7.72 MB Close viewer /islandora/object/uuid:8f222f58-eddb-4024-9aab-9ef99745b499/datastream/OBJ/view