The Roof of the Glòries Tower: The Design Process for a Steel Dome at a Height of 120 m

Twenty years after its construction, the Agbar Tower remains one of the most recognizable landmarks in Barcelona’s skyline. This article analyzes the dome that serves as its roof. The design of this element required a year of development, during which more than ten iterations were analyzed, resulting in the final design. There was no similar precedent published, as it is a 30 m high dome with significant wind exposure. This study offers an analytical review of the design process and the dome’s enclosure, providing a reference for similar architectural construction projects. This research focuses on describing the elementary loading hypotheses and obtaining numerical models for structural calculations, comparing the results of the five most representative models of the process. Various factors are considered, such as shape, enclosure, structural frequency, deformations obtained, fire protection, and cost. The conclusion focuses on explaining how a form that remains unchanged throughout the process slightly varies the structural solution while respecting the project, to adjust to all the final regulations, construction requirements, cost requirements, and project requirements.

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Journal
Buildings
Published
2025-04-25
DOI
https://doi.org/10.3390/buildings15091454
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
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article

The Roof of the Glòries Tower: The Design Process for a Steel Dome at a Height of 120 m

Pedro Torres, Oriol Muntané Raich, Ignacio Costales Calvo, Xavier Gimferrer Vilaplana
Buildings
Structural Engineering and Vibration Analysis
article

The Roof of the Glòries Tower: The Design Process for a Steel Dome at a Height of 120 m

Pedro Torres, Oriol Muntané Raich, Ignacio Costales Calvo, Xavier Gimferrer Vilaplana
article en

Abstract

Twenty years after its construction, the Agbar Tower remains one of the most recognizable landmarks in Barcelona’s skyline. This article analyzes the dome that serves as its roof. The design of this element required a year of development, during which more than ten iterations were analyzed, resulting in the final design. There was no similar precedent published, as it is a 30 m high dome with significant wind exposure. This study offers an analytical review of the design process and the dome’s enclosure, providing a reference for similar architectural construction projects. This research focuses on describing the elementary loading hypotheses and obtaining numerical models for structural calculations, comparing the results of the five most representative models of the process. Various factors are considered, such as shape, enclosure, structural frequency, deformations obtained, fire protection, and cost. The conclusion focuses on explaining how a form that remains unchanged throughout the process slightly varies the structural solution while respecting the project, to adjust to all the final regulations, construction requirements, cost requirements, and project requirements.

BuildingsVol. 15(9)
Universitat Politècnica de Catalunya (ES)
Sustainable cities and communities
Openalex Percentile: Top 91%
Structural Engineering and Vibration Analysis
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The Roof of the Glòries Tower: The Design Process for a Steel Dome at a Height of 120 m — Pedro Torres, Oriol Muntané Raich, et al. · Buildings (2025) | TGRS Research Map | TGRS