New Courthouse at El Ejido


Autoria(s): Tanner, Peter; Bellod Thomas, Juan Luis
Data(s)

01/02/2014

Resumo

The courthouse at El Ejido has a trapezoid floor plan (47 m × 55/26 m) and comprises two distinct volumes that are structurally connected at the basement level and by the footbridges on the upper storeys. A third trapezoid unit featuring a glazed curtain wall facade cantilevers 8 m off the main facade of the front volume. This facade is a structural diaphragm wall, constituted by nine rows of vertical precast concrete members separated by horizontal cast-in-place, self-compacting concrete chords. The location of the courthouse in a seismic area and the small number of horizontal supports for the facade make this wall potentially vulnerable. The high risk, in particular, during construction required careful planning based on a detailed analysis of the interaction between the structure and the ancillary resources used to build it

Formato

application/pdf

Identificador

http://oa.upm.es/35404/

Idioma(s)

eng

Publicador

E.T.S.I. Caminos, Canales y Puertos (UPM)

Relação

http://oa.upm.es/35404/1/INVE_MEM_2014_192556.pdf

http://www.ingentaconnect.com/content/iabse/sei/2014/00000024/00000001/art00012

info:eu-repo/semantics/altIdentifier/doi/10.2749/101686614X13830788506044

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/restrictedAccess

Fonte

Structural Engineering International, ISSN 1016-8664, 2014-02, Vol. 24, No. 1

Palavras-Chave #Ingeniería Civil y de la Construcción
Tipo

info:eu-repo/semantics/article

Artículo

PeerReviewed