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- W2000974763 abstract "Elimination of fire hazards in tunnels is becoming an increasingly important part of tunnel design. Hence, there is a need to understand the response of the tunnel structures to temperatures created by fire inside the tunnel. This paper studies the deformations and stresses of steel linings dimensioned for ground forces, which are additionally exposed to non-uniform high-temperature distributions. The ground-structure interaction and the temperature-induced loss of structural stiffness are considered. Results for a standard fire are presented in diagrams that show the main features and their dependence on important practical parameters. L'elimination des menaces d'incendie dans les tunnels devient de plus en plus une partie importante du processus de conception des tunnels. En conséquence, il est nécessaire de comprendre les réactions de l'armature du tunnel à des températures provoquées par un incendie à l'intérieur du tunnel. Ce rapport est une étude des déformations et tensions de revétements d'acier calibrés pour des forces de terrain qui sont graduellement exposées à des distributions de hautes températures non uniformes. L'interaction terrain-armature et la pertdité de l'armature occasionnée par la température sont étudiées. Les résultats en ce qui concerne les incendies standard sont présentées des shémas qui figurent les caractéristiques principales et les paramêtres importants dont elles dépendent." @default.
- W2000974763 created "2016-06-24" @default.
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- W2000974763 date "1992-01-01" @default.
- W2000974763 modified "2023-09-25" @default.
- W2000974763 title "Structural analysis for tunnels exposed to fire temperatures" @default.
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- W2000974763 doi "https://doi.org/10.1016/0886-7798(92)90109-u" @default.
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