Analysis of the behaviour of the structural concrete after the fire at the Windsor Building in Madrid-Reference-Cited by-同舟云学术

Analysis of the behaviour of the structural concrete after the fire at the Windsor Building in Madrid

Published:2009 Issue: Volume: Page:n/a-n/a
ISSN:0308-0501
Container-title:Fire and Materials
language:en
Short-container-title:Fire Mater.

Author:

Menéndez E.,Vega L.

Publisher

Wiley

Subject

Metals and Alloys,Polymers and Plastics,General Chemistry,Ceramics and Composites,Electronic, Optical and Magnetic Materials

Reference28 articles.

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2. Background document on parametric temperature-time curves according to Annex A of prEN1991-1-2. Profil Arbed. CEN/TC250/SC1/N298A. Document No. EC1-1-2/72, Centre de recherches, 2001.

3. Kucera P. Thermal-mechanical analysis of concrete structure exposed to high temperature. Except from the Proceedings of the COMSOL Users Conference, Grenoble, 2007.

4. Critical factors governing the fire performance of high strength concrete systems;Kodur;Fire Safety Journal,2007

5. Documento básico DB-SI: seguridad en caso de incendio. Código Técnico de la Edificación, Ministerio de Vivienda, Gobierno de España, 2005.

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