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A closed-form shear resistance model for regions of prestressed beams without flexural cracks
ArticleAbstract: When the shear resistance of prestressed beams with stirrups is determined with the current EurocodePalabras claves:existing structures, prestressed concrete, regions without flexural cracks, shear resistance, web-shear failureAutores:Cor van der Veen, Hendriks M.A.N., Roosen M.A., Schaafsma D.G., Yang Y.Fuentes:scopusNon-linear analysis of a cable stayed bridge
Conference ObjectAbstract: A concrete single-pylon cable-stayed bridge has been analyzed to investigate the ultimate capacity.Palabras claves:Autores:Cor van der Veen, Kaptijn N.Fuentes:scopusNon-linear dynamic analysis of a safety wall
Conference ObjectAbstract: Nowadays gases are in general preferably stored in liquid form at atmospheric pressure. Therefore gaPalabras claves:Autores:Blaauwendraad J., Cor van der VeenFuentes:scopusLongterm behaviour of cantilever concrete bridges
Conference ObjectAbstract: Cantilever bridges, constructed in the Netherlands, are mostly designed for the main river crossingsPalabras claves:Cantilever bridges, concrete, Creep, FEA, ShrinkageAutores:Cor van der Veen, DE BOER A.Fuentes:scopusShear resistance of prestressed girders with stirrups in regions without flexural cracks
Conference ObjectAbstract: In the Netherlands, existing bridges are being assessed to investigate whether they are capable to rPalabras claves:Prestressed bridge girders, Shear tension failure, Structural assessments, web-shear failureAutores:Cor van der Veen, Hendriks M.A.N., Roosen M.A., Schaafsma D.G., Yang Y.Fuentes:scopusShear tension resistance of prestressed girders with a low stirrup ratio
Conference ObjectAbstract: In the Netherlands, existing bridges are being assessed to investigate whether they are still capablPalabras claves:Autores:Cor van der Veen, Hendriks M.A.N., Hordijk D.A., Roosen M.A.Fuentes:scopusTime-related deflections of cantilever bridges
Conference ObjectAbstract: Many prestressed concrete bridges with spans between 100 and 160 m have been built in the NetherlandPalabras claves:Autores:Cor van der Veen, DE BOER A., van Vliet M.Fuentes:scopusDetermination of loading protocol and stop criteria for proof loading with beam tests
Conference ObjectAbstract: Proof loading of existing bridges is an interesting option when insufficient information about a briPalabras claves:Beam test, Flexure, load testing, shear, Stop criteriaAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Hordijk D.A., Yang Y.Fuentes:scopusTransition from one-way to two-way shear in slabs under concentrated loads
ArticleAbstract: The long-standing problem of shear in structural concrete elements is typically studied as one-way sPalabras claves:Autores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Walraven J.C.Fuentes:scopusExtended strip model for slabs subjected to a combination of loads
Conference ObjectAbstract: Reinforced concrete slab bridges are assessed for a combination of loads that include self-weight, sPalabras claves:experiments, Extended strip model, punching, shear, SlabsAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien LantsoghtFuentes:scopus