Mostrando 10 resultados de: 106
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Engineering Structures(10)
fib Symposium(10)
ACI Structural Journal(7)
Heron(6)
American Concrete Institute, ACI Special Publication(5)
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Ingeniería civil(96)
Ingeniería y operaciones afines(63)
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Construcción de edificios(23)
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Comparing sequential le analysis and full NL analysis in 3D structural concrete design
Conference ObjectAbstract: The paper describes an alternative way to check a structural concrete design assuming an acceptablePalabras claves:Autores:Blaauwendraad J., Cor van der Veen, DE BOER A., Walraven J.C.Fuentes:scopusCompressive membrane action in concrete decks
Conference ObjectAbstract: One of the major challenges facing the designers today is to investigate if the old bridges are stilPalabras claves:Autores:Amir S., Cor van der Veen, Walraven J.C.Fuentes:scopusBearing Capacity of Transversely Prestressed Concrete Deck Slabs
ArticleAbstract: The Netherlands has a large number of thin, transversely prestressed concrete bridge decks, cast in-Palabras claves:bridge decks, Compressive membrane action, Nonlinear analysis, punching shear, Transverse prestressingAutores:Amir S., Cor van der Veen, DE BOER A., Walraven J.C.Fuentes:scopusBond strength in reinforced concrete at low temperatures
Conference ObjectAbstract: The experimental results of concrete and bond between reinforcement and concrete at very low temperaPalabras claves:Autores:Cor van der Veen, Reinhardt H.Fuentes:scopusAn experimental study on the transition of failure between flexural and shear for RC beams
Conference ObjectAbstract: The paper presents a large experimental research program carried out at Delft University of TechnoloPalabras claves:shear, V min, Without shear reinforcementAutores:Cor van der Veen, DE BOER A., Hordijk D.A., Yang Y.Fuentes:scopusA 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:scopusDevelopment of an expert system used in preliminary design of concrete bridges
Conference ObjectAbstract: The importance of the selection of the best design on the one hand and the available knowledge, on tPalabras claves:Autores:Cor van der Veen, Stuurstraat N.Fuentes:scopusDYNAMIC ELASTO-PLASTIC MODEL FOR REINFORCED CONCRETE MEMBERS.
ArticleAbstract: The strength of reinforced concrete structures subjected to dynamic loading is investigated. The disPalabras claves:Autores:Blaauwendraad J., Cor van der VeenFuentes:scopusCalibration of partial factors in the safety assessment of existing concrete slab bridges for shear failure
ArticleAbstract: The assessment of the structural safety of existing bridges and viaducts becomes increasingly importPalabras claves:Partial factors, Probabilistic, safety, shear, slab bridgeAutores:Cor van der Veen, DE BOER A., Steenbergen R.D.J.M.Fuentes:scopusFatigue tests on post-tensioned bridge decks
Conference ObjectAbstract: In the Netherlands a large number of concrete bridges with post-tensioned concrete decks are in servPalabras claves:Concrete deck, Fatigue strength, Post-tensioningAutores:Cor van der Veen, DE BOER A., Koekkoek R.T.Fuentes:scopus