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Van der Veen, C. (author), Blaauwendraad, J. (author)It is becoming increasingly necessary to investigate the strength of reinforced concrete structures subjected to dynamic loading. Experience and knowledge relating to the non-linear dynamic behaviour of such structures is still limited, however. Attempts to solve this type of problems with the aid ofa finite element approach soon encounter...journal article 1983
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- Van der Veen, C. (author) doctoral thesis 1990
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Van der Veen, C. (author)In dit rapport is ingegaan op de consequenties van de VBC 1990 voor de toepassing van VZA en VMA bij vloeren in de utiliteitsbouw. In hoofdstuk 2 is de ontwikkeling van VMA en VZA in vloeren behandeld. Om de wijzigingen in de VBC 1990 ten opzichte van de VB 1974/1984 goed te kunnen onderbouwen is het gedrag van vlakke naspanvloeren in hoofdstuk...report 1992
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- Van der Veen, C. (author) report 1993
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- Sharooz, B.M. (author), Ho, I.K. (author), Aktan, A.E. (author), De Borst, R. (author), Blaauwendraad, J. (author), Van der Veen, C. (author), Iding, R.H. (author), Miller, R.A. (author) journal article 1994
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Kooiman, A.G. (author), van der Veen, C. (author), Blom, C.B.M. (author)Deze syllabus 'Betonnen tunnellinings' geeft een introductie in het constructief ontwerpen van betonnen wanden in boortunnels met grote diameter (> 5 meter), ook wel tunnellinings genoemd. Wereldwijd zijn verschillende typen linings toegepast in boortunnelprojecten. Echter, de functie van een aangebrachte lining is in de meeste gevallen dezelfde...lecture notes 2002
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- Vervuurt, A.H.J.M. (author), den Uijl, J.A. (author), Gijsbers, F.B.J. (author), van der Veen, C. (author) report 2003
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- Vervuurt, A.H.J.M. (author), den Uijl, J.A. (author), Gijsbers, F.B.J. (author), van der Veen, C. (author) report 2003
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Lantsoght, E.O.L. (author), Van der Veen, C. (author), Walraven, J.C. (author), De Boer, A. (author)Several existing reinforced concrete solid slab bridges in the Netherlands do not meet the criteria for shear when calculated according to the recently implemented Eurocodes. The shear capacity is assessed by comparing the design beam shear resistance to the design value of the applied shear force due to the dead load, permanent load and live...conference paper 2012
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Procházková, Z. (author), Lantsoght, E.O.L. (author), Van der Veen, C. (author)concept v. 29-07-2011report 2012
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Amir, S. (author), Van der Veen, C. (author), Walraven, J.C. (author)In the Netherlands, there is a need to determine the capacity of bridge decks as a large number of them were built back in the 60’s and 70’s. Since then, not only a lot of additional safety requirements have been incorporated into the modern codes but the traffic flow has also increased drastically. The current research deals with this question...conference paper 2012
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Lantsoght, E.O.L. (author), Van der Veen, C. (author), Walraven, J.C. (author)Poster. In the Netherlands, 60% of the existing bridges were built before 1975, while the traffic volumes and loads have increased over time. The results of a first assessment of the existing bridges showed that particularly the shear capacity of reinforced concrete solid slab bridges is often lower than the resulting shear stresses due to dead...journal article 2012
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Steenbergen, R.D.J.M. (author), De Boer, A. (author), Van der Veen, C. (author)The assessment of the structural safety of existing bridges and viaducts becomes increasingly important in many countries due to the age of the structures and an increase in traffic loads. Many structures need to be reassessed in order to find out whether the safety requirements are met. Most existing standards, however, are developed for the...journal article 2012
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Lantsoght, E.O.L. (author), Van der Veen, C. (author), Walraven, J.C. (author), De Boer, A. (author)Upon assessment of existing reinforced concrete short-span solid slab bridges according to the recently implemented Eurocodes that include more conservative shear capacity provisions and heavier axle loads, a number of these structures were found to be shear-critical. The results from recent experimental research on the shear capacity of slabs...journal article 2013
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Lantsoght, E.O.L. (author), Van der Veen, C. (author), Walraven, J.C. (author)Existing solid slab bridges under a combination of wheel loads and distributed traffic loads sometimes do not fulfil the code requirements for shear. However, reinforced concrete slabs loaded close to the support are subjected to shear stresses which might result in a failure mode of combined punching and shear. This behaviour is studied in a...conference paper 2013
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Lantsoght, E.O.L. (author), Van der Veen, C. (author), Walraven, J.C. (author), De Boer, A. (author)The capacity of reinforced concrete solid slab bridges in shear is assessed by comparing the design beam shear resistance to the design value of the applied shear force due to the permanent actions and live loads. Results from experiments on half-scale continuous slab bridges are used to develop a set of recommendations for the assessment of...conference paper 2013
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Lantsoght, E.O.L. (author), Van der Veen, C. (author), Walraven, J.C. (author)Previous experimental research at Delft University of Technology indicated an increased shear capacity of slabs under concentrated loads as a function of decreasing distance to the adjacent line support. Expressions have been derived for this increase, including the definition of an appropriate effective width. However, it is unknown if the...conference paper 2013
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Lantsoght, E.O.L. (author), Van der Veen, C. (author), Walraven, J.C. (author)A large number of existing reinforced concrete slab bridges are found to be insufficient for shear when calculated according to the governing codes. Seeking improved methods, for example, based on new experimental evidence, to assess the residual shear capacity and prolonging their service life can avoid large economic, environmental and social...conference paper 2013
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Lantsoght, E.O.L. (author), Van der Veen, C. (author), Walraven, J.C. (author), De Boer, A. (author)The combination of increased live loads and a more conservative shear capacity in the recently implemented Eurocodes, resulted in a large number of existing solid slab bridges in the Netherlands being shear-critical upon assessment. However, an enhancement of the shear capacity can occur in slabs under concentrated wheel loads due to transverse...conference paper 2013
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- Lantsoght, E.O.L. (author), De Boer, A. (author), Van der Veen, C. (author), Walraven, J.C. (author) conference paper 2014