(1 - 13 of 13)
document
Bronkhorst, A.J. (author), van Bentum, C.A. (author), Geurts, C.P.W. (author)
In recent years, the use of computational fluid dynamics (CFD) to evaluate flow fields has become more popular in various branches of industry. In building design, there is a similar trend towards the increasing use of CFD. There are several guidelines for CFD analysis of flows in the urban environment, e.g. [1-4]. For assessment of wind speed...
conference paper 2017
document
Geurts, C.P.W. (author), Bronkhorst, A.J. (author), van Bentum, C.A. (author), Hielema, J. (author)
An investigation is presented to determine the wind loads on external solar blinds on two 60 m high towers. This investigation was performed some years after the construction of the towers, with the sun blinds in place. A combination of wind tunnel tests and full scale measurements was done. The shape of the towers, and the unique design of the...
conference paper 2017
document
Bronkhorst, A.J. (author), Geurts, C.P.W. (author), van Bentum, C.A. (author), van der Knaap, L.P.M. (author)
Wind loads are responsible for a large amount of damage to greenhouses, and are therefore an important factor in the structural design of greenhouses. Previous wind load studies on greenhouses [1-8], have only investigated wind loads on the first 9 roof spans. However, most greenhouses are much larger than 10 roof spans. For these larger...
conference paper 2017
document
Geurts, C.P.W. (author), Bronkhorst, A.J. (author), van Bentum, C.A. (author)
The wind loads on solar energy systems are crucial for the engineering of the panels, substructure and fixings. There is a demand for aesthetically more acceptable solutions such as frameless solar systems. For these frameless systems, the wind loads are carried by the panels themselves. Combined with the increase in the size of photovoltaic (PV...
conference paper 2017
document
Meinen, N.E. (author), Steenbergen, R.D.J.M. (author), Geurts, C.P.W. (author), van Bentum, C.A. (author)
Façade elements are themost vulnerable parts of buildings with respect to wind loading. In this paper it is assessed to what extent wind-loaded façade elements fulfill the minimum reliability requirements as set in the Eurocodes. The reliability analysis needed for this assessment should account for the uncertainties in each of the parameters...
conference paper 2016
document
Geurts, C.P.W. (author), van Bentum, C.A. (author), Bronkhorst, A.J. (author), Hulsbosch-Dam, C.E.C. (author)
To investigate the pressure distributions over permeable skins, a series of tests was
conference paper 2015
document
Geurts, C.P.W. (author), van Bentum, C.A. (author), Bronkhorst, A.J. (author), Hulsbosch-Dam, C.E.C. (author)
Wind loads on permeable building skins are determined by the pressure difference between the external pressures and the pressures inside the cavity. External pressures are given in current building codes for a wide variety of building shapes, location on the building envelope, effects of detailing etcetera. For the pressures in the cavity and...
conference paper 2015
document
van Bentum, C.A. (author), Geurts, C.P.W. (author)
Wind-induced pressure differences over rain screens are determined by the external pressures and the pressures inside the cavity. Minimizing this pressure difference decreases the risk of water leakage and also helps to minimize the local loads on the façade elements. Current rules to determine the wind loads on such structures are based on very...
conference paper 2015
document
van Bentum, C.A. (author), Geurts, C.P.W. (author)
Wind-induced pressure differences over rain screens are determined by the external pressures and the pressures
conference paper 2015
document
Geurts, C.P.W. (author), van Bentum, C.A. (author), Willemsen, E. (author)
This paper addresses questions that arose during development and application of the Dutch guideline for wind tunnel testing to determine wind loads on buildings. This guideline (CUR 103) is being used since 2005, and a first revision is foreseen. Within this revision, the relation with Eurocode EN 1991- 1-4 is established. Questions to be...
conference paper 2013
document
Bronkhorst, A.J. (author), van Uffelen, M. (author), Geurts, C.P.W. (author), Aanen, L. (author), van Bentum, C.A. (author)
Pressure measurements were performed on various configurations of two high-rise building models in two atmospheric boundary layer wind tunnels in the Netherlands. A comparison was made of the interference factors of the minimum and maximum peak pressures over all pressure taps at 0 degree angle of incidence obtained for measurements on the...
conference paper 2013
document
Bronkhorst, A.J. (author), Geurts, C.P.W. (author), van Bentum, C.A. (author), Blocken, B. (author)
Pressure measurements on a square plan form high-rise building model and two square high-rise building models in side-by-side arrangement were analysed using the Fast Fourier Transform (FFT) to define peak frequencies resulting from interference. For the isolated building model, a reduced frequency fred = fB/UH = 0.08 was determined on the side...
conference paper 2013
document
van Bentum, C.A. (author), Koster, T. (author), Geurts, C.P.W. (author)
Forces on multi-span gable roof buildings with different height/width ratios have been measured to investigate the effect of the number of bays on the horizontal component of the wind force. It has been found that with increasing number of bays, the horizontal wind force increases proportionally
conference paper 2013
(1 - 13 of 13)