New Courthouse at El Ejido
| 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 | |
| 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 |