3D Forensic Engineering of Infinity Pool Collapse in Skyscraper

Published on May 05, 2026 | Translated from Spanish

The rupture of the perimeter seal in an infinity-edge pool located on the rooftop of a skyscraper released hundreds of cubic meters of water onto the public roadway. The accident, which occurred during a day of variable wind, caused structural damage to the building and multiple vehicles. The 3D forensic analysis of the incident allows us to understand the chain of mechanical and dynamic failures that led to the disaster, offering critical lessons for the design of aquatic infrastructure at height.

3D simulation of a collapsed infinity pool on a skyscraper rooftop with water falling onto the street

Coupled simulation of hydraulic load and structural deformation 💧

The forensic team used Tekla Structures to model the pool basin and evaluate the elastic deformation of the structural glass panel anchors under water pressure and wind load. The calculations revealed that the flexible seal, subjected to cyclic fatigue from gusts, lost its sealing capacity. Ansys Fluent was used to simulate the water dynamics as it fell: the flow descended forming a vertical curtain that impacted the facades, generating additional pressures on the lower anchors. RealityCapture digitized the post-collapse state, allowing a comparison of actual deformations with model predictions, confirming that the failure originated at the connection between the overflow edge and the load-bearing structure.

Lessons for the design of elevated pools 🏗️

The incident demonstrates that infinity-edge pools on skyscrapers require a redundant seal design and a coupled wind-water dynamic analysis. 3D simulations with tools like Tekla Structures and Ansys Fluent must include scenarios of extreme gusts and material fatigue. Documentation with RealityCapture facilitates forensic inspection, but prevention requires oversizing anchors and providing emergency drainage systems on the public roadway. The catastrophe underscores that aesthetics should not compromise safety in elevated infrastructure.

What variables would you consider for modeling this disaster?