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Mouvements de terrain et déformations d'un bâtiment consécutifs à un fontis
Many geographic areas, in France or in other countries, are concerned by ground movements. The determination of the associated risk is usually performed in a simplified manner: ground movements are estimated using tools without taking into account the building. These movements are then imposed to the structures in order to study their behaviour and stability. However, this approach does not consider the soil-structure interactions which take place when a building is subjected to ground movements. This paper is focused on the soil-structure interaction and is aimed at showing the necessity to take them into account. Two main axes of research are used to reach this objective: a small-scale physical model allowing the creation of an experimental database and a numerical approach coupling two complementary methods using both continuum and distinct elements.
Mouvements de terrain et déformations d'un bâtiment consécutifs à un fontis
Many geographic areas, in France or in other countries, are concerned by ground movements. The determination of the associated risk is usually performed in a simplified manner: ground movements are estimated using tools without taking into account the building. These movements are then imposed to the structures in order to study their behaviour and stability. However, this approach does not consider the soil-structure interactions which take place when a building is subjected to ground movements. This paper is focused on the soil-structure interaction and is aimed at showing the necessity to take them into account. Two main axes of research are used to reach this objective: a small-scale physical model allowing the creation of an experimental database and a numerical approach coupling two complementary methods using both continuum and distinct elements.
Mouvements de terrain et déformations d'un bâtiment consécutifs à un fontis
Caudron, Matthieu (Autor:in)
European Journal of Environmental and Civil Engineering ; 12 ; 387-405
01.04.2008
19 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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