<p> “Philarmonie de Paris” is an important project centred in a 2,400-seat concert hall. The building presents a very complex-geometry, both externally and internally, and its structure design, combining reinforced concrete and steel structure, has had to adapt, considering several systems and elements of great singularity and complexity.</p><p> The paper focuses on the main structural singularities and complexities regarding the steel structure design of the building. In particular: Singular connection design and analysis with unusual geometries and configurations; Erection process of the “Ecran”, a singular piece with a central span of 60 meters and a cantilever of 25 meters; Dynamic performance of the structure and supervision through dynamic load tests.</p>
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