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Stability assessment of shallow tunnels subjected to fire load

Author
SAVOV, K1 ; LACKNER, R1 ; MANG, H. A1
[1] Institute for Mechanics of Materials and Structures, Vienna University of Technology, Austria, Karlsplatz 13/202, 1040 Vienna, Austria
Source

Fire safety journal. 2005, Vol 40, Num 8, pp 745-763, 19 p ; ref : 14 ref

CODEN
FSJODZ
ISSN
0379-7112
Scientific domain
Civil engineering
Publisher
Elsevier Science, Oxford
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
Collapse Layer concept Level of loading Lining Reinforced concrete Spalling Tunnel
Keyword (fr)
Accident Application Béton armé Eclatement Effondrement Incendie Matériau construction Modèle mathématique Revêtement intérieur Stabilité au feu Tunnel peu profond Tunnel Autriche Europe
Keyword (en)
Accident Application Reinforced concrete Bursting Collapse Fire Construction materials Mathematical model Lining Fire stability Shallow tunnel Tunnels Austria Europe
Keyword (es)
Accidente Aplicación Hormigón armado Estallido Desmoronamiento Incendio Material construcción Modelo matemático Revestimiento interior Estabilidad fuego Túnel poco profundo Túnel Austria Europa
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14I Buildings / 001D14I02 Building technical equipments / 001D14I02F Fire protection / 001D14I02F2 Fire behavior of materials and structures

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14N Tunnels, galleries

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
17230621

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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