Design and structural analysis of the modular post-tensioned steel structure for halls 3, 4 and 6 of Fira De La Gran Vía in Barcelona

Disseny i anàlisi estructural de l'estructura modular d'acer posttesat per als pavellons 3, 4 i 6 de la Fira de la Gran Via de Barcelona;
Diseño y análisis estructural de la estructura modular de acero postesado para los pabellones 3, 4 y 6 de Fira De La Gran Vía de Barcelona

dc.contributor
Universitat Politècnica de Catalunya. Departament de Tecnologia de l'Arquitectura
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Universitat Politècnica de Catalunya. Departament de Representació Arquitectònica
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Universitat Politècnica de Catalunya. DiCEA - Disseny i càlcul d'estructures arquitectòniques
dc.contributor
Universitat Politècnica de Catalunya. AiEM - Arquitectura, energia i medi ambient
dc.contributor.author
Costales Calvo, Ignacio
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Muntané Raich, Oriol
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Gimferrer Vilaplana, Xavier
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Moliner Nuño, Sandra
dc.date.issued
2025-12-08
dc.identifier
Costales, I. [et al.]. Design and structural analysis of the modular post-tensioned steel structure for halls 3, 4 and 6 of Fira De La Gran Vía in Barcelona. «Eng», 8 Desembre 2025, vol. 6, núm. 12, p. 1-27.
dc.identifier
2673-4117
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https://hdl.handle.net/2117/448885
dc.identifier
10.3390/eng6120358
dc.description.abstract
This article presents the design process and structural analysis for Halls 3, 4, and 6 commissioned by Fira de la Gran Vía in Barcelona. Its objective is to document the complete development of a real structure—from the initial briefing to final execution—highlighting key decisions related to cost, quality, construction speed, and standardization. Rather than simply describing the finished building, the article compares alternative solutions considered at each stage and explains the rationale behind the choices made. Close collaboration between the architectural and structural teams has resulted in a cost-effective solution that has remained relevant twenty-five years after completion. Each structural component is examined in detail, considering its behavior, preliminary sizing, fabrication, transportation, and rapid on-site assembly, all essential under the client’s demanding schedule. It also describes how specific structural details were resolved under project constraints, including instances that required unconventional approaches. Finally, it discusses the role of prestressed longitudinal frames as a strategy for reducing steel consumption. This article underscores the value of integrated architectural and structural thinking in shaping the building from the ground up.
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Peer Reviewed
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9 - Indústria, Innovació i Infraestructura
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12 - Producció i Consum Responsables
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13 - Acció per al Clima
dc.description.abstract
Postprint (published version)
dc.format
27 p.
dc.format
application/pdf
dc.language
eng
dc.publisher
Multidisciplinary Digital Publishing Institute (MDPI)
dc.relation
https://www.mdpi.com/2673-4117/6/12/358
dc.rights
http://creativecommons.org/licenses/by/4.0/
dc.rights
Open Access
dc.rights
Attribution 4.0 International
dc.subject
Àrees temàtiques de la UPC::Edificació::Elements constructius d'edificis::Càlcul d'estructures d'edificis
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Metal structure
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Metal prestressing
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Large-span structure
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Modular structure
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Structural design
dc.title
Design and structural analysis of the modular post-tensioned steel structure for halls 3, 4 and 6 of Fira De La Gran Vía in Barcelona
dc.title
Disseny i anàlisi estructural de l'estructura modular d'acer posttesat per als pavellons 3, 4 i 6 de la Fira de la Gran Via de Barcelona
dc.title
Diseño y análisis estructural de la estructura modular de acero postesado para los pabellones 3, 4 y 6 de Fira De La Gran Vía de Barcelona
dc.type
Article


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