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dc.contributor.author |
Maha, Mahieddine |
|
dc.date.accessioned |
2021-11-21T09:18:54Z |
|
dc.date.available |
2021-11-21T09:18:54Z |
|
dc.date.issued |
2021 |
|
dc.identifier.uri |
http://di.univ-blida.dz:8080/jspui/handle/123456789/13066 |
|
dc.description |
624.886 ; 119 p |
fr_FR |
dc.description.abstract |
As part of our project, we chose as a study example, an irregularly shaped building for "Parking"
use; such as: the superstructure (6 floors) is made of a steel and composite frame work; and the
infrastructure (2 basements) in reinforced concrete. And this by taking into account the soilstructure
interaction. The results of both of the models (with and without interaction) will be
compared to determine the importance of taking the SSI into account.
The building is located in an area with high seismicity and implanted on weak soil. The design of
the structural elements was carried out in accordance with the Algerian regulations (CCM97;
RPA99 ...) as well as European regulations |
fr_FR |
dc.language.iso |
fr |
fr_FR |
dc.publisher |
Univ Blida1 |
fr_FR |
dc.title |
DESIGN OF MULTI STOREY CAR PARKING OF 6FLOORS+2BASEMENTS |
fr_FR |
dc.title.alternative |
Taking into account the soil-structure interaction |
fr_FR |
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