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

被引：0

作者：

Qu, Tiejun ^{[1
]}

Xiang, Kun ^{[1
]}

Yin, Xuejun ^{[2
]}

Shao, Xiaoyan ^{[2
]}

机构：

[1] North China Univ Technol, Coll Architecture & Civil Engn, Beijing 100144, Peoples R China

[2] Qingdao Kertai Environm Control Technol Co Ltd, Qingdao 266000, Peoples R China

来源：

PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷

关键词：

Turbine generator foundation; Pseudo-dynamic test; Earthquake response;

D O I：

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

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

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.

引用

页码：2507 / +

页数：2

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