Descripción
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The courthouse at El Ejido has a trapezoid floor plan (47 m x 55 / 26 m) and comprises two distinct volumes that are structurally connected at basement level and by footbridges on the upper storeys. A third trapezoid unit featuring a glazed curtain wall façade cantilevers 8 m off the main façade of the front volume. This façade 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 short number of horizontal supports for the façade make this wall potentially vulnerable. The particularly high risk during construction called for careful planning based on a detailed analysis of the interaction between the structure and the ancillary resources used to build it. | |
Internacional
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Si |
Nombre congreso
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37th IABSE Symposium - Engineering for Progress, Nature and People |
Tipo de participación
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960 |
Lugar del congreso
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Madrid |
Revisores
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Si |
ISBN o ISSN
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978-3-85748-135-2 |
DOI
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Fecha inicio congreso
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03/09/2014 |
Fecha fin congreso
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05/09/2014 |
Desde la página
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2295 |
Hasta la página
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2302 |
Título de las actas
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Report of 37th IABSE Symposium |