| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Santos, Filipe Amarante Dos
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (12/12 displayed)
- 2024Programming quadric metasurfaces via infinitesimal origami maps of monohedral hexagonal tessellations
- 2020Explorative study on adaptive facades with superelastic antagonistic actuationcitations
- 2019Mechanical modeling of superelastic tensegrity braces for earthquake-proof structurescitations
- 2019Seismic performance of superelastic tensegrity braces
- 2018Toward an adaptive vibration absorber using shape-memory alloys, for civil engineering applicationscitations
- 2018Superelastic tensegrities: matrix formulation and antagonistic actuationcitations
- 2017Shape-memory alloys as macrostrain sensorscitations
- 2016FE Exploratory Investigation on the Performance of SMA-Reinforced Laminated Glass Panelscitations
- 2016Toward a Novel SMA-reinforced Laminated Glass Panelcitations
- 2016Buckling control using shape-memory alloy cablescitations
- 2010Comparison Between Two SMA Constitutive Models for Seismic Applications
- 2008Numerical simulation of superelastic shape memory alloys subjected to dynamic loadscitations
Places of action
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article
Explorative study on adaptive facades with superelastic antagonistic actuation
Abstract
Glass facades and enclosures are highly attractive structures with increasing popularity between architects and engineers. These structures show very specific design requirements so as to guarantee an efficient interaction with the other building components. This is especially true in the case of “adaptive” glass systems, with continuously changing configurations according to a given design criteria. The main goal of this explorative study is the design of an adaptive facade module with antagonistic actuation. The geometry of the glazing system is controlled by pairs of superelastic cables actuated against each other in a reversible way. Superelasticity is here exploited so as to improve the structural behavior of the facade system subjected to wind loads. The efficiency of the proposed design concept is demonstrated via finite‐element numerical analyses and also from test data obtained from an experimental prototype. It is shown that the proposed control approach can yield substantial structural enhancements and benefits for the adaptive facade module, which are substantiated by important reductions of maximum deformations and stresses in the cladding elements.