A platform for research: civil engineering, architecture and urbanism
Pseudo-Dynamic Test on the Anti-Seismic Performance of Turbine Generator Foundation
Taking steam-turbine generator foundation of 1251 MW as the example in this paper, 1:8 test model is designed. Pseudo-dynamic test is carried out under intensity 7 frequently and rarely earthquake. And earthquake response characteristics of the foundation are researched. The test result shows that the foundation has the better emergency capecity. Even if design reference period is changed into 60 years from 50 years, the foundation will satisfy the requirements of seismic design standard.
Pseudo-Dynamic Test on the Anti-Seismic Performance of Turbine Generator Foundation
Taking steam-turbine generator foundation of 1251 MW as the example in this paper, 1:8 test model is designed. Pseudo-dynamic test is carried out under intensity 7 frequently and rarely earthquake. And earthquake response characteristics of the foundation are researched. The test result shows that the foundation has the better emergency capecity. Even if design reference period is changed into 60 years from 50 years, the foundation will satisfy the requirements of seismic design standard.
Pseudo-Dynamic Test on the Anti-Seismic Performance of Turbine Generator Foundation
Applied Mechanics and Materials ; 166-169 ; 2507-2512
2012-05-14
6 pages
Article (Journal)
Electronic Resource
English
Pseudo-Dynamic Test on the Anti-Seismic Performance of Turbine Generator Foundation
British Library Conference Proceedings | 2012
|Dynamic Behaviour of Turbine-Generator-Foundation Systems
Online Contents | 1995
|Pseudo-Dynamic Test Analysis of Rigid Pile Composite Foundation
Trans Tech Publications | 2012
|