- Coring through existing brick chimneys up to 10 metres in length.
- Installation of 8 × 10m long, 20mm diameter high‑tensile bars.
- Grouting of the lower 1 metre of each bar to form a secure dead‑end anchorage.
- Controlled stressing of each bar to 40 kN, ensuring engagement only during seismic events without compressing or damaging the old masonry.
- Use of 316‑grade stainless steel Freyssibar for long‑term corrosion protection and durability.