| 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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Bedon, Chiara
University of Trieste
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (35/35 displayed)
- 2023Investigating the fresh and mechanical properties of wood sawdust-modified lightweight geopolymer concretecitations
- 2023Investigating the fresh and mechanical properties of wood sawdust-modified lightweight geopolymer concretecitations
- 2023Experimental Mechanical Characterization of Silica Fume-based No-fines Concrete Reinforced by Steel or Nylon Fiberscitations
- 2022Pre- and Post-Failure Experimental Bending Analysis of Glass Elements Coated by Aged Anti-Shatter Safety Filmscitations
- 2022Experimental and Numerical Analysis of Thermo-Mechanical Behaviour of Glass Panes Exposed to Radiant Heatingcitations
- 2022Experimental and Numerical Analysis of Thermo-Mechanical Behaviour of Glass Panes Exposed to Radiant Heatingcitations
- 2021Assessment of Mechanical Properties and Structural Morphology of Alkali-Activated Mortars with Industrial Waste Materialscitations
- 2020Exploratory study on simple hybrid or pre-stressed steel-glass I-beams under short-term bending – Part 1: experimentscitations
- 2020Thermal and Energy-Efficiency Assessment of Hybrid CLT–glass Façade Elementscitations
- 2020Explorative study on adaptive facades with superelastic antagonistic actuationcitations
- 2019Seismic design of frameless glass structures : Requirements and practice
- 2019Safety Issues in the Seismic Design of Secondary Frameless Glass Structurescitations
- 2019Structural behavior of a hybrid steel-glass beam - Numerical approach
- 2019Issues on the Vibration Analysis of In-Service Laminated Glass Structures: Analytical, Experimental and Numerical Investigations on Delaminated Beamscitations
- 2019Energy-based considerations for the seismic design of ductile and dissipative glass framescitations
- 2018Numerical Modelling of Adhesive Connections Including Cohesive Damagecitations
- 2017Structural adhesive SikaForce 7710 L100 - Experimental characterization
- 2017Recommendations for a new generation of standards for testing numerical assessment of blast-loaded glass windowscitations
- 2017Three-Dimensional Modelling of Notched Connections for Timber–Concrete Composite Beamscitations
- 2017Recommendations for a New Generation of Standards for Testing Numerical Assessment of Blast-Loaded Glass Windowscitations
- 2017Recommendations for a New Generation of Standards for Testing Numerical Assessment of Blast-Loaded Glass Windowscitations
- 2017Glass Columns under Impact - Experimental and Numerical Analysescitations
- 2016FE Exploratory Investigation on the Performance of SMA-Reinforced Laminated Glass Panelscitations
- 2016FE Exploratory Investigation on the Performance of SMA-Reinforced Laminated Glass Panelscitations
- 2016The effect of adhesive joints on the performance of hybrid steel-glass beams – An analytical and experimental studycitations
- 2016Toward a Novel SMA-reinforced Laminated Glass Panel
- 2016Toward a Novel SMA-reinforced Laminated Glass Panelcitations
- 2016FE modelling of notched connections for timber-concrete composite structures
- 2014Exploratory numerical analysis of SG-laminated reinforced glass beam experimentscitations
- 2014Buckling analysis of simply supported flat glass panels subjected to in-plane uniaxial compressive and edgewise shear loadscitations
- 2014Stability of flat glass panels under combined in-plane compression and shear
- 2012Dynamic Response of Cable-Supported Façades Subjected to High-Level Air Blast Loads: Numerical Simulations and Mitigation Techniques
- 2012Dynamic Response of Cable-Supported Façades Subjected to High-Level Air Blast Loads: Numerical Simulations and Mitigation Techniquescitations
- 2012Buckling of flat laminated glass panels under in-plane compression or shearcitations
- 2011Buckling verification of laminated glass panels under in-plane compression
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.