000022562 001__ 22562
000022562 005__ 20170724144655.0
000022562 04107 $$aeng
000022562 046__ $$k2017-07-04
000022562 100__ $$aBougherra, Souhaib
000022562 24500 $$aNonlinear behavior of high-rise steel building under wind effect taking into account soilstructure interaction

000022562 24630 $$n7.$$p7th European and African Conference on Wind Engineering 
000022562 260__ $$bl'Association pour l'Ingénierie du Vent
000022562 506__ $$arestricted
000022562 520__ $$2eng$$aBuildings are becoming slenderer, which make them subjected to strong wind effects, for that engineers are confronted to the random variation of the lateral loads problem, that must be considered from the very beginning of the design process. In this paper, and in order to study the structural performance of a high-rise reinforced concrete building under wind loads, a nonlinear analysis will be performed to evaluate the nonlinear behavior of the structure and to prevent large deformations that can affect the stability of the entire structure. For that type of buildings, neglecting the effect of the soil and its properties on the structure behavior is not reasonable, because there is a mutual stress exchanging between the ground and the structure itself. This study investigates the importance of taking account of Soil-Structure Interaction (SSI) effects on the response of high-rise buildings under wind loads, and illustrate the differences in the behavior of the building with and without considering SSI effects. The results are then discussed and compared for the two cases.

000022562 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022562 653__ $$aWind load, Nonlinear Analysis, High-Rise RC Buildings, Soil-Structure Interaction.

000022562 7112_ $$a7th European and African Conference on Wind Engineering$$cLiège, BE$$d2017-07-04 / 2017-07-07$$gEACWE2017
000022562 720__ $$aBougherra, Souhaib$$iBelgasmia, Mourad
000022562 8560_ $$ffischerc@itam.cas.cz
000022562 8564_ $$s847903$$uhttps://invenio.itam.cas.cz/record/22562/files/95.pdf$$yOriginal version of the author's contribution in proceedings, id 95, section .
000022562 962__ $$r22493
000022562 980__ $$aPAPER