Over the past years, the imec tower has become a landmark for those entering the city of Leuven (Belgium) from the west, with both its unusual shape and glass facade catching the eye. Placed as an exclamation mark into the landscape, this impressive tower emphasizes imec’s unique status as world leader in Research, Development & Innovation in the field of nano-electronics and digital technologies.
A building packed with challenges
It includes an underground car park comprising four basement levels, a laboratory stretching over two floors, and the actual tower with its 16 levels of office space accommodating 450 people. From top to bottom, this building is fully packed with structural challenges.
However, it's the superstructure's design of an upwardly widening dual core that mostly catches the eye. It has all upper floors cantilevering, without any columns in the tower building’s facades to support the floors. "The Diamonds 3D model was obviously indispensable to evaluate the effects of wind loads on this kind of structure" starts Jan Van Aelst.
"But what makes this project very special are the stringent requirements related to the deformation of the facade elements. These glass elements are attached to steel columns acting as spacers between different floor levels. To be 100% sure that the distance between such levels remains nearly constant (such that the deflection of the facade elements is limited), we paid much attention to relative deflections between floor levels."
A structural model of the building process
In particular, Diamonds was used to estimate the impact of concrete grade on floor deflections. Special attention was given to how deflections change over time, accounting for the effects of concrete creep and cracking. The goal of this analysis was to assure that floor deflection differences at all times remain within given limits, especially along their edges where the facade elements are suspended.
Says Jan Van Aelst "We have developed an approach to use this kind of models to calculate floor deflection differences throughout the successive stages of the construction process." When facade elements are installed between 2 floor levels, the induced deformations of the supporting concrete floor slab will change the vertical distance between the edges of the floor levels. In turn, that will strain the façade elements and may cause harmful deformations. To avoid such effects, it is crucial to reliably assess concrete floor deflections over time – taking into account the exact instant at which the façade elements are installed and the time-dependent deformation properties of concrete.
"It's fair to say we did not just use Diamonds to model the tower building structure," Jan Van Aelst continues. "We also modeled and analyzed how the structure is built, including the temporary use of countervailing loads to keep floor deflection differences well under control."
Investigate the impact on neighboring structures
No need to say that the building’s foundation proved to be complex as well. The first concern was to estimate the effects of foundation settlements on neighboring structures. This analysis started from a geological study that provided an accurate estimate of the anticipated foundation settlement. A resilient foundation surface was then defined in the 3D Diamonds model of the imec tower building, such that likely foundation settlement could be reproduced accurately.
"This method, which we use quite frequently, allowed us to evaluate the effects induced in the neighboring structures due to a non-uniform settlement of the subsoil" says Jan Van Aelst. "Using Diamonds, we can quickly adapt foundation boundary conditions and determine the impact of such changes. That makes it possible for us to take into account any uncertainties that may exist about soil properties, and enables us to ensure a better quality of the final design."
