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Enhancing the seismic resilience of Reinforced concrete structures Using rubber JOInts

Project description

How rubber can make buildings earthquake-resilient

In earthquake-prone areas, reinforced concrete buildings often suffer severe damage. This is not due to structural collapse, but from their weakest link: the masonry infills. Even minor tremors can crack these non-structural walls, causing injuries, costly repairs, and long-term vulnerability. Supported by the Marie Skłodowska-Curie Actions programme, the RUJOI project is tackling this problem with a simple but smart idea: rubber. By developing low-cost, flexible rubber joints made from recycled compounds, researchers aim to cushion masonry infills during seismic events while boosting overall building resilience. The project combines cutting-edge lab testing and simulation to make safer, more adaptable buildings a reality, paving the way for resilient cities and communities in a shifting world.

Objective

The RUJOI project aims to introduce a new paradigm for the design of reinforced concrete (RC) buildings by developing low-cost, flexible, and highly dissipative rubber joints for protecting the masonry infills and enhancing the global structural performance of the RC frame.
Many past and recent earthquake-induced disasters have shown that masonry infills are highly vulnerable components of RC buildings, undergoing damage even under minor earthquakes, and causing casualties and significant economic losses.
Flexible rubber joints, recently emerged as effective devices for protecting the infills, have also the potential to provide enough energy dissipation capabilities to minimise the RC frame damage and increase the building resilience to earthquakes.
The RUJOI project aims to unlock the potential of rubber joints through a combination of experimental and numerical research. Work will be carried out in collaboration with Tun Abdul Razak Research Center (TARRC), a world-leading research center in anti-seismic rubber-based devices, to reduce the cost and improve the performance of the joints, by introducing unvulcanized and recycled rubber compounds.
Moreover, a novel 3D macro-element modelling strategy for masonry infill walls with joints will be developed and validated in collaboration with University of Catania. The proposed strategy, implemented in advanced nonlinear structural software, will be used to evaluate the effectiveness of the joints in reducing the seismic vulnerability and losses for typical infilled RC buildings in Europe and worldwide. This will help to quantify the benefits of introducing the rubber joints in increasing the resilience of masonry-infilled RC buildings in areas with different seismic hazard levels, in line with the EU’s objectives of Resilient and Secure Smart Cities and Disaster Resilient Society. Finally, simplified design tools will be developed, allowing the exploitation of the research outcomes by practitioners.

Fields of science (EuroSciVoc)

Keywords

Programme(s)

Topic(s)

Funding Scheme

HORIZON-TMA-MSCA-PF-EF - HORIZON TMA MSCA Postdoctoral Fellowships - European Fellowships

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Call for proposal

(opens in new window) HORIZON-MSCA-2024-PF-01

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Coordinator

UNIVERSITY OF STRATHCLYDE
Net EU contribution
€ 276 187,92
Address
Richmond Street 16
G1 1XQ Glasgow
United Kingdom
Activity type
Higher or Secondary Education Establishments
Links
Total cost
No data

Partners (2)