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. |
| License: | This creative work has been published under the Creative Commons Attribution 3.0 Unported (CC-BY 3.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
1.4 MB
- About this
data sheet - Reference-ID
10780742 - Published on:
12/05/2024 - Last updated on:
12/05/2024
