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Fellinger, J.H.H. (author), Stark, J. (author), Walraven, J.C. (author), TNO Bouw en Ondergrond (author)
The fire resistance of hollow core slabs is currently assessed considering flexural failure only. However, fire tests showed that shear or anchorage failure can also govern the load bearing behaviour. As the shear and anchorage capacity of these slabs rely on the tensile strength of the concrete, the load bearing capacity with respect to these...
conference paper 2005
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Maljaars, J. (author), Steenbergen, H.M.G.M. (author), Stark, J.W.B. (author), Abspoel, R. (author), TNO Bouw (author)
The lateral torsional buckling resistance of girders depends on the support conditions. In floor structures for buildings, coped girders are often used. A numerical model was developed to research the influence of copes on lateral buckling resistance. The model is successfully validated with tests. This paper describes the background of the...
conference paper 2002
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Maljaars, J. (author), Stark, J.W.B. (author), Steenbergen, H.M.G.M. (author), Abspoel, R. (author), TNO Bouw (author)
The lateral torsional buckling resistance of girders depends on the support conditions. In floor structures for buildings coped girders are often used. In a recent study, a numerical model was developed to investigate the influence of copes on the lateral buckling resistance. This model is described in an companion paper [ 1 J. In this paper...
conference paper 2002
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Stark, J.W.B. (author)
The European Standards Organisation (CEN) has planned to develop a complete set of harmonized European building standards. This set includes standards for composite steel and concrete buildings and bridges. The Eurocodes, being the design standards, form part of this total system of European standards, together with standards for fabrication and...
conference paper 2000
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Stark, J.W.B. (author), Galjaard, J.C. (author), Brekelmans, J.W.P.M. (author), TNO Bouw (author)
The paper gives an overview of recent research on steel-concrete composite bridge design by students of Delft University of Technology doing their master's thesis. Primary objective of this research was to find possibilities for application of steel-concrete composite bridges in the Netherlands, where opposed to neighbouring countries only a few...
conference paper 1999
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Brekelmans, J.W.P.M. (author), Stark, J.W.B. (author), TNO Bouw (author)
Met het verschijnen van ENV 1994-1-1: Eurocode 4-Part 1.1 [1] is een eerste stap gezet naar gehar-moniseerde Europese regelgeving op het gebied van staalbeton constructies. In dit artikel wordt een overzicht gegeven van de huidige stand van zaken en welke ontwikkelingen in de nabije toekomst ver-wacht mogen worden. Met een aantal voorbeelden zal...
conference paper 1999
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Stark, J.W.B. (author), TNO Bouw (author)
There is a tendency in the Construction Industry to move from solution driven specifications towards performance specifications. Traditionally structural specifications including those for steel construction used to be mainly solution driven. In this paper the position of the draft European Standards will be discussed. It will be shown that in...
conference paper 1999
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Brekelmans, J.W.P.M. (author), Daniels, B.J. (author), van Hove, B.W.E.M. (author), Koukkari, H. (author), Stark, J.W.B. (author), Schuurman, R.G. (author), TNO Bouw (author)
As part of the ECSC research project `Steel intensive shallow floor construction', design recommendations for long span composite slabs with deep profiled steel deck have been drafted. These deep profiled steel sheets have depths of at least 200 mm. Test results and design recommendations are presented.
conference paper 1997
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Stark, J.W.B. (author)
De vigerende Nederlandse normen voor het vervaardigen van staalconstructies resp. NEN 2008 (VVSB) en NEN 2009 (VVSG) zullen binnen afzienbare tijd worden vervangen door de Europese voornorm ENV 1090. Het eerste deel van deze norm met daarin "Algemene regels èn regels voor gebouwen" werd onlangs door de commissie CEN-TC135 met algemene stemmen...
conference paper 1996
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Both, C. (author), Twilt, L. (author), Stark, J.W.B. (author)
conference paper 1996
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Schuurman, R.G. (author), Stark, J.W.B. (author)
Verification methods for longitudinal shear. currently in use, are empirical. This applies for both the m-k method as the Partial Shear Connection method. Parameters and mechanisms determining the behaviour of the shear connection in composite slabs are not directly considered in these methods. A new approach is launched to model the behaviour...
conference paper 1996
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Stark, J.W.B. (author), Gresnigt, A.M. (author)
When slip is not allowed in bolted connections loaded in shear either slip resistant connections with preloaded bolts or fitted bolts are used. Injection bolts have proved to be a reliable and relative cheap alternative. Injection bolts are bolts in which the cavity produced by the clearance between the bolt and the wall of the hole is...
conference paper 1996
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Stark, J.W.B. (author)
In deze bijdrage wordt een overzicht gegeven van de Europese normen op het gebied van staalconstructies en staal-betonconstructies. Een deel van deze normen is thans reeds gepubliceerd als Europese Norm (EN) of Europese Voornorm (ENV), een ander deel is nog in voorbereiding. De normen hebben enerzijds betrekking op ontwerp en berekening en op de...
conference paper 1996
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Stark, J.W.B. (author)
In this paper a view is given on the role of standards in the building industry. The question is discussed whether standards are really needed or form, as sometimes stated, a hindrance for the efficient flow of the building process. Then an overview is given of the total system of harmonised European standards for steel structures, where...
conference paper 1996
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