Searched for: department:"Architecture"
(1 - 8 of 8)
document
Kamerling, M.W. (author)
This thesis analysis the structural design of cilindrical Fusee Ceramique roofs and the effect of the ceramique infill elements for the time dependent deformations, stiffness and load bearing capacity, including second order. To save the few remaining buildings for the coming generations the possibilities to strengthen and stiffen these...
doctoral thesis 2016
document
Snijder, A.H. (author), Kamerling, M.W. (author), Padmos, J. (author), Padmos, E. (author)
conference paper 2015
document
Kamerling, M.W. (author)
In 1962 werden in Dongen bedrijfshallen gemaakt met cilindervormige overkappingen waarin ter besparing van gewicht en cement ceramische elementen, de Fusée's Ceramique, werden gelegd. De schalen worden ondersteund met balken 450*750 mm2 en kolommen 450 * 450 mm2 op een raster van 5,6 m * 20,4 m. Het dak is in de lengte in twee delen gedilateerd,...
report 2014
document
Kamerling, M.W. (author)
In 1956 werden te Wormerveer twee bedrijfshallen gemaakt met cilindervormige overkappingen, de fabriekshal en de dozenhal, met keramische (Fusee Ceramique) elementen. Dit systeem werd in de tweede wereldoorlog uitgevonden en gepatenteerd door de Franse architect Jaques Couëlle. In de wederopbouwperiode na de tweede wereldoorlog werd het systeem...
report 2014
document
Kamerling, M.W. (author)
report 2014
document
Kamerling, M.W. (author)
The structural efficiency of arches, subjected to several variable loads, can be increased by strengthening these arches with cables. For these structures it can be necessary, especially in case the permanent load is small, to post-tension the cables to avoid any compression acting on the cables. A method to analyse the load transfer is...
conference paper 2013
document
Kamerling, M.W. (author)
The paper presents the structural design of a thin barrel vault constructed with Fusée Ceramique infill elements. The load transfer is analyzed and validated. For the structure composed of Fusée Ceramique elements, steel and concrete the stresses are calculated and compared to the stresses given in the codes used from 1950 to the present. The...
conference paper 2013
document
Kamerling, M.W. (author)
This paper presents the design of a light and robust temporary emergency shelter with a triangulated polyhedral grid to transfer the lateral and vertical loads efficiently. To simplify the construction the variety of the elements is minimized, only two sizes of elements are applied. For the structural grid alternatives are designed using varying...
conference paper 2013
Searched for: department:"Architecture"
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