ABSTRACT

This paper presents the effect of soil-structure interaction on tall buildings’ design and straining actions. This investigation was carried out by analyzing a multi-story building via a direct approach using a 3D finite element model for the soils and the structure. The results are compared with traditional sub-structuring methods that use linear subgrade reaction springs to represent the soil. The results are also compared with the less common sub-structuring approach that adopts nonlinear springs to represent the soil-structure interaction. Two parametric analyses are performed under gravity loads considering different soil characteristics. The effects of soil-structure interaction and the induced differential settlement are presented for various loading conditions and straining actions on the structure-supporting elements. The conclusions include the limitations and advantages of the common sub-structuring approach and the effects of soil non-linearity on the behavior and design of tall buildings.

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 312 - 322

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Published online: Mar 23, 2023

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AlZahraa AlKhayat [email protected]
1M.Sc. Candidate, Dept. of Structural Engineer, Ain Shams Univ., Cairo, Egypt. Email: [email protected]
Tarek Hassan, Ph.D. [email protected]
2Professor of Concrete Structures, Dept. of Structural Engineer, Ain Shams Univ., Cairo, Egypt. Email: [email protected]
Sayed M. Ahmed, Ph.D. [email protected]
3Professor of Geotechnical Engineering, Dept. of Structural Engineer, Ain Shams Univ., Cairo, Egypt. Email: [email protected]
Ayman Moustafa, Ph.D. [email protected]
4Assistant Professor, Dept. of Structural Engineer, Ain Shams Univ., Cairo, Egypt. Email: [email protected]

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