The engineering bench that calibrates the Xpectral hazard model. Site-specific seismic engineering on bridges, nuclear plants, water tanks, hospitals, refineries and rail across 5 continents — every project a calibration point where failure was not an option.
Soil-structure interaction analysis for a 4.6 km cable-stayed bridge on saturated Pacific-side alluvium, ~17 km from the Pedro Miguel fault.
Nine-site site-specific seismic hazard assessment for the Dubai–Abu Dhabi–Al Ain–Sharjah corridor. Engineering input that calibrates the hazard model.
Performance-based seismic design for the world's largest water storage tanks. Published methodology (Caramés, CASTED 2018) — the canonical reference for engineering-grade fragility curves.
A 29-storey residential tower with roof deck, in Loyola Heights.
Two residential towers in the Parklinks estate — floors L7–L40 over a six-level podium, amenity deck and pool at L6.
Four podium levels plus 28 residential floors and a roof deck — roughly 95 metres tall.
32 floors over five podium levels — residential with community and retail space.
30 floors over three podium levels, in the Cloverleaf estate.
A high-density residential development — two towers of 56 and 46 storeys over a shared podium.
A 35-storey residential tower in the Makati central business district — parking from basement to L10, amenity floor at L10.
Two residential towers across floors L10–L54, with 11 parking levels and commercial space G–L2.
51 residential floors over six podium and six basement levels.
44 floors above ground plus three basement levels, connected to Tower 3.
A four-tower mixed-use development along C5 — two residential, two office — engineered to perform in one of the world's most seismically active capitals.
Two towers of 43 and 35 storeys over seven shared podium levels.
51 residential floors over six podium and three basement levels, with amenity deck and commercial at L7.
A 54-storey residential tower over four basement levels, on Apartment Ridge.
Two towers — Alora (West) and Cerine (East) — each 36 residential floors over four shared podium levels.
Two towers — North and South — each 55 floors plus roof deck, over seven shared podium levels.
A 49-storey premium residential tower on High Street South, Bonifacio Global City.
Seismic hazard analysis for a 26 km elevated metro corridor connecting Panama City Pacific to the West Panama suburbs. Soft-soil amplification across the alluvial Bay corridor.
Performance-based seismic design for a regional hospital in Nayarit's high-seismicity zone. Operational continuity after a design-level event is the engineering objective — generic curves cannot deliver it.
High-performance seismic design for a high-rise in Mexico City's lakebed amplification zone — the ground that broke the 1985 building stock and that still trips generic cat models in 2017.
Seismic safety assessment for Slovenia's only nuclear plant — the highest-criticality class of engineering engagement, where engineering-grade hazard analysis is the regulatory standard.
Structural dynamics and seismic engineering for Repsol refinery process infrastructure. The class of asset where business-interruption tails dominate the loss curve.
Earthquake engineering for Spain's centralised nuclear waste storage facility. 60-year operational lifetime under design-basis ground motion — the longest-tail risk a structural engineer signs off on.
Structural dynamics and seismic engineering for NASA antenna facilities. Strategic infrastructure where mission downtime carries irreversible cost.
Engineering-grade Soil-Structure Interaction for a 42,000 m² multi-tenant retail park anchored by IKEA and Primark — the kind of post-Eurocode 8 French site where coarse hazard maps still hide aggregation risk.
