Searched for: author%3A%22Snijder%2C+H.H.%22
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TNO Bouw en Ondergrond (author), Maljaars, J. (author), Twilt, L. (author), Fellinger, J.H.H. (author), Snijder, H.H. (author), Soetens, F. (author)
This paper gives an overview of the structural behaviour and design of aluminium structures exposed to fire conditions. Two design approaches are elaborated: the "traditional" approach that is mainly based on conventions and the fire safety engineering approach that is more based on physics. For the traditional approach, equations for the...
article 2010
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Maljaars, J. (author), Soetens, F. (author), Snijder, H.H. (author), Fellinger, J.H.H. (author), TNO Bouw en Ondergrond (author)
conference paper 2008
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Snijder, H.H. (author), Hoenderkamp, J.C.D. (author), Bakker, M. (author), Steenbergen, H.M.G.M. (author), de Louw, C.H.M. (author), TNO Bouw en Ondergrond (author)
Channel sections are widely used in practice as beams. However, design rules for eccentrically loaded (not through shear centre) beams with channel cross-sections are not available in Eurocode 3. In this paper five proposed design rules are summarised, explained and their validity is checked by Finite Element analyses. The design rules yield...
article 2008
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Maljaars, J. (author), Snijder, H.H. (author), Hoenderkamp, J.C.D. (author), TNO Bouw (author)
The use of pre-cast concrete floor slabs in steel framed structures is quite common. In the de-sign of the steel beams, the lateral restraining effect of the pre-cast concrete slab is normally safely neglected. However, the concrete slab will provide some horizontal restraint, even without special provisions such as dowels being present. It may...
conference paper 2007
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TNO Bouw en Ondergrond (author), Mennink, J. (author), Soetens, F. (author), Snijder, H.H. (author)
Aluminium extrusions applied in daily practice are often thin-walled with complex cross-sectional shapes. These shapes are based on a variety of demands that are in general non-structural. As a result, several types of instability may occur, including overall and cross-sectional instability modes as well as mode interactions. Research on overall...
article 2005
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Snijder, H.H. (author), Bijlaard, F.S.K. (author), Steenbergen, H.M.G.M. (author), TNO Bouw (author)
The lateral torsional buckling behaviour of hot rolled channel sections subjected to bending is studied in an overall project. The final objective of this project is to develop a design method. This paper concentrates on the validation of the FEM model against the experiments. For channel sections loaded through the shear centre (centric loading...
conference paper 2002
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Mennink, J. (author), Soetens, F. (author), Snijder, H.H. (author), van Hove, B.W.E.M. (author)
The extrusion manufacturing process of aluminium allows protiles with a large variety of cross-sections. If these are thin-walled. cross-sectional instability miszht occur, which is caused by interaction of local buckling modes of connecting plate elements. To investigate this phenomenon. an extensive set of experiments is performed on uniformly...
conference paper 2000
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Delrue, S.F. (author), Snijder, H.H. (author), Bijlaard, F.S.K. (author), Steenbergen, H.M.G.M. (author), TNO Bouw (author)
De Nederlandse normen kennen geen speciale toetsingsregels om na te gaan of een stalen boog bij een gegeven belasting voldoende sterk, stijf en stabiel is. Voor de technische commissie 'Stabiliteit' van het Staalbouwkundig Genootschap was dat in 1996 reden een onderzoek te starten naar het constructieve gedrag van bogen. Het eerste resultaat...
article 1999
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Mennink, J. (author), Soetens, F. (author), Snijder, H.H. (author), van Hove, B.W.E.M. (author), van Straalen, IJ.J. (author), TNO Bouw (author)
This paper deals with the design process of aluminium cross-sections with complex shapes in
conference paper 1998
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Snijder, H.H. (author), Bijlaard, F.S.K. (author), Steenbergen, H.M.G.M. (author)
De nieuwe TGB Staal is bedoeld om een constructie te toetsen. Toch hanteren veel constructeurs de eenheidstoets uit de TGB als hulpmiddel bij het ontwerpen. In dat geval is oplettendheid geboden. omdat de belasting niet altijd lineair in de toetsingsregel staat. De eenheidstoets geeft dan een vertekend beeld van zowel de benuttingsgraad als van...
article 1995
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Instituut voor Bouwmaterialen en Bouwconstructies TNO (author), Snijder, H.H. (author), Bijlaard, F.S.K. (author), Stark, J.W.B. (author)
report 1989
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Instituut voor Bouwmaterialen en Bouwconstructies TNO (author), Snijder, H.H. (author), Ungermann, D. (author), Stark, J.W.B. (author), Sedla├žek, G. (author), Bijlaard, F.S.K. (author), Hemmert-Halswick, A. (author)
report 1988
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