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van Dam, D.B. (author)
doctoral thesis 1999
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Vergunst, Th. (author)
doctoral thesis 1999
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Jelles, S.J. (author)
doctoral thesis 1999
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Faber, B.W. (author)
doctoral thesis 1999
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Ojanperä, T.I. (author)
doctoral thesis 1999
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Driessen, J.P.A.M. (author)
doctoral thesis 1999
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Bunnik, T.H.J. (author)
doctoral thesis 1999
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Kaptein, B.L. (author)
doctoral thesis 1999
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Zhu, W. (author)
Abstract not available
doctoral thesis 1999
document
De Bruijn, J.C.M. (author)
public lecture 1999
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Van der Linde, R.Q. (author)
The invention relates to a two-legged body comprising at least two legs, an oscillation element and a connecting element for the mutual coupling of the legs and the oscillation element, wherein the legs are pivotable in relation to the connecting element and during operation undergo a reciprocating angular displacement in relation to the...
patent 1999
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Keen, P.G.W. (author)
lecture notes 1999
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Vossepoel, F.C. (author)
doctoral thesis 1999
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Haffner, M.E.A. (author)
doctoral thesis 1999
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D'Arcio, L.A. (author)
doctoral thesis 1999
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Overbeeke, P.L.A. (author)
doctoral thesis 1999
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Stroeven, M. (author)
doctoral thesis 1999
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Smits, A. (author)
In dit rapport (onderdeel van het HYDRA-project) wordt een toelichting gegeven op de reproductie van “a compound Weibull model for the description of surface wind velocity distributions” van P.J. Rijkoort. Aan de hand van dit model kunnen herhalingstijden van zeer uitzonderlijk hoge windsnelheden gegenereerd worden. Getracht is de tabellen met...
report 1999
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Geraedts, Rob P. (author), van der Voordt, Theo (author)
<b>Marktontwikkelingen van overschot naar tekort</b><br/>Begin jaren negentig was op ruime schaal sprake van structurele leegstand in kantoorgebouwen. Aan het einde van de negentiger jaren heeft de kantorenmarkt zich hersteld en is de vraag fors toegenomen, vooral in het midden- en topsegment. De huurprijzen verbeterden en de leegstand nam sterk...
report 1999
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Ye, S.Q. (author), Verhagen, H.J. (author)
In order to develop a new philosophy of flood safety in terms of probability of a certain level, two mathematical models of breach growth in sandy dikes have become available to determine the flood discharge in case of dike failure. BREACHES 1.0, developed at Alkyon/Delft Hydraulics (Steetzel) and BRES 1.0 at Delft University of Technology ...
conference paper 1999
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