Pseudo-Dynamic Test on the Anti-Seismic Performance of Turbine Generator Foundation

Tie Jun Qu; Kun Xiang; Xue Jun Yin; Xiao Yan Shao

doi:10.4028/www.scientific.net/AMM.166-169.2507

Paper Titles

Analysis of Guojuanyan Debris Flow Formation and Kinetic Parameters in Hongkou Village, Dujiangyan of Sichuan Province Post Earthquake
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The Evaluation of Lithology Effects on Wenchuan Seismic Landslides
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Seismic Response Analysis of Large Liquid Storage Tanks
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Analyzing Seismic Destructive Effect to the Submarine Rock and Soil Layers According to Submarine Seismic Records
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Pseudo-Dynamic Test on the Anti-Seismic Performance of Turbine Generator Foundation
p.2507

Research on Numerical Simulation of Smart Base Isolation System with MR Damper(II)
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Near-Fault Baseline Correction Method and Appliction in Wenchuan Earthquake
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Seismic Performance Evaluation of Village Buildings in Wenzhou
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Research on Methodology of Seismicity Delineating Zones in Different Areas of China
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Pseudo-Dynamic Test on the Anti-Seismic...

Pseudo-Dynamic Test on the Anti-Seismic Performance of Turbine Generator Foundation

Abstract:

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.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2507-2512

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2507

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Online since:

May 2012

Authors:

Tie Jun Qu, Kun Xiang, Xue Jun Yin, Xiao Yan Shao

Keywords:

Earthquake Response, Pseudo-Dynamic Test, Turbine Generator Foundation

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