Seismic Response Analysis of Shaft Tower Based on The Interaction of Soil-Well Bore-Shaft Tower
| Author(s): |
L. T. Han
Y. P. Su J. W. Chen N. Ge |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | IOP Conference Series: Earth and Environmental Science, 1 December 2021, n. 1, v. 943 |
| Page(s): | 012024 |
| DOI: | 10.1088/1755-1315/943/1/012024 |
| Abstract: |
To study the influence of soil-well bore-shaft tower interaction on the seismic response of the shaft tower. A numerical analysis model of rigid foundation (without considering the interaction of soil-well bore-shaft tower ) and II site considering soil-well bore-shaft tower interaction is established by the finite element analysis method. The mode period, tower layer displacement and inter-story displacement of shaft tower are analyzed. The results show that, compared with rigid foundation, considering the interaction of soil-well bore-shaft tower, the mode period of the system is prolonged, the tower layer displacement and inter-story displacement of the shaft tower is enlarged. In the engineering design of shaft tower, the influence of the soil-well bore-shaft tower interaction on the seismic response of the shaft tower cannot be ignored. |
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data sheet - Reference-ID
10780742 - Published on:
12/05/2024 - Last updated on:
12/05/2024
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