Torre Anboto Dorrea, a 119-meter-tall residential skyscraper located in the center of Bilbao, Spain, was designed by the team of Rogers Stirk Harbour + Partners and Luis Vidal + Arquitectos, with structural engineering by SOCOTEC.
General information
Date: 2018 - in Development
Collaborators: Rogers Stirk Harbour + Partners y Luis Vidal + Arquitectos
Location: Bilbao, España
Photo property: Luis Vidal + Arquitectos
The building will consist of five basement levels and a tower with 32 floors, for a total of 166 cooperative apartments. The first three floors of the tower will be dedicated to commercial amenities, and the third floor will include community amenities.
Wind actions posed a challenge for structural engineering,, which had to ensure the comfort of pedestrians in the areas surrounding the project.To this end, CFD (Computational Fluid Dynamics) numerical simulations were carried out, which allowed to determine the relative qualitative comfort in each area of interest. Similarly, the comfort on the terraces of the tower's dwellings and in the open areas of the building's plinth is evaluated.
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STRUCTURAL CHALLENGE
reinforced concrete
The tower's structure is designed in reinforced concrete (RC). The concrete strength of the supports varies depending on the tower's height, being 30 MPa, 40 MPa, and 50 MPa. The slabs of the upper floors of the residential tower and the tertiary commercial basement are flat RC slabs. The foundation is supported directly on the rocky substrate. And the lateral stability of the building is provided by the inner RC vertical circulation core and the RC walls.
SOCOTEC, with its team of structural engineering specialists, used CFD aerodynamic simulations to evaluate the tower's behavior in extreme wind conditions.
The tower's structure is designed in reinforced concrete (RC). The concrete strength of the supports varies depending on the tower's height, being 30 MPa, 40 MPa, and 50 MPa. The slabs of the upper floors of the residential tower and the tertiary commercial basement are flat RC slabs. The foundation is supported directly on the rocky substrate. And the lateral stability of the building is provided by the inner RC vertical circulation core and the RC walls.
SOCOTEC, with its team of structural engineering specialists, used CFD aerodynamic simulations to evaluate the tower's behavior in extreme wind conditions.