Odeyemi, S. O. and Akinpelu, M. A. and Atoyebi, O. D. and Ismail, A. A. (2018) Time History Analysis of a Steel Water Tank with Pinned and Fixed Foundations under Varying Ground Perturbations. NIGERIAN JOURNAL OF TECHNOLOGICAL DEVELOPMENT, 15 (2). pp. 50-56.
|
Text
06 Time History Analysis of a Steel Water Tank with Pinned and Fixed Foundations under Varying Ground Perturbations.pdf Download (704kB) | Preview |
Abstract
Earthquake is a natural phenomenon which is caused by sudden release of energy in the Earth's crust that creates seismic waves. Seismic response of an overhead water tank with varying foundation types subjected to five different earthquake accelerograms was simulated using Time History Analysis. Tank responses observed includes the base shear, base moment and displacement at some joints. The maximum base shear obtained was 9.521E+03 kN and 1.093E+04 kN for pinned and fixed foundations respectively. The maximum displacements at three selected joints labelled as joint 12, joint 22 and joint 32 were 3.67E-01m, 4.349E-01 m and 3.67E-01 m for pinned foundation and 8.68E-02m, 1.119E-01 m and 8.68E-01 m when the foundations were fixed. The results revealed that using a fixed foundation increased the base shear but reduced displacements at the selected joints when compared to when a pinned foundation was used.
| Item Type: | Article |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Depositing User: | ELDER OGUNTAYO SUNDAY ADEBISI |
| Date Deposited: | 20 Sep 2018 17:18 |
| Last Modified: | 20 Sep 2018 17:18 |
| URI: | https://eprints.lmu.edu.ng/id/eprint/1285 |
Actions (login required)
 |
View Item |
