About Yuliya Sinke Baranovskaya

research assistant at CITA, interested in making architecture with innovative materials and structures

Hybrid Tower (2016)

Tower_night_07 Traditional thinking in architecture and engineering alike is to understand the built environment as static. Build structures resist changes in the environment through stiffness. ‘Hybrid Tower’ asks, what an architecture could be, that is soft and gives in to forces in a controlled yet way. An architecture that embraces the idea of resilience and adaptation.

‘Hybrid Tower’ is an integrated hybrid structure – made from only two components: Bend GFRP rods and custom-made CNC knit. The unique combination of these two materials creates a very light and yet stiff structure, which balances wind and other external forces through an interdependent combination of compression and tension elements. The structure is extremely light and easy to assemble, but yet strong enough to withstand a 3 month outdoor installation on the world cultural heritage side of the central square of Guimaraes/Portugal: Largo do Toural.

12_Hybrid Tower_Day view 05_lowres

The tower was developed in an interdisciplinary collaboration between architects (CITA, Copenhagen) , structural- and textile-engineers (KET, Berlin, Fibrenamics, Guimaraes), material testing specialists (Duisburger…..) and the knitting company AFF (A. Ferreira & Filhos). Together they developed materials and design and fabrication processes, which allowed using knit as structural element in a previously unprecedented scale. The collaboration opens new avenues for textile as building material. 

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Inflated Restraint (2016)

Investigating cutting patterns and net topologies in a pneumatic hybrid

inflated-restrain_for-publication

Inflated Restraint investigates how computational techniques of clustering and graph traversal can be applied in the context of cable stiffened pneumatic structures to produce new forms of expression.

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Lace Wall (2016)

Generative Cable Networks For Active Bending Structures

Lace Wall

Lace Wall explores hybrid structures that combine elements in tension and compression. Here two elements of low stiffness – the fibreglass beam and the cable network – are combined to create one whole of high stiffness. The element is form active shaped by the interdependency between the elements that restrain each other.

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