Seismic Margin Analysis of In-Service Nuclear Power Plant

被引：0

作者：

Bai, Jin-hua ^{[1
,2
]}

Chen, Deng-hua ^{[1
]}

Jiang, Yu-chen ^{[1
]}

Zhang, Shuang-wang ^{[1
]}

Wang, Gui ^{[1
]}

Wang, Dong-mei ^{[1
]}

机构：

[1] China Nucl Power Engn Co Ltd, Beijing, Peoples R China

[2] Harbin Engn Univ, Harbin, Heilongjiang, Peoples R China

来源：

PROCEEDINGS OF THE 20TH PACIFIC BASIN NUCLEAR CONFERENCE, VOL 1 | 2017年

关键词：

Seismic margin analysis; SMA; Qinshan phase II;

D O I：

10.1007/978-981-10-2311-8_47

中图分类号：

TL [原子能技术]; O571 [原子核物理学];

学科分类号：

0827 ; 082701 ;

摘要：

After Fukushima event, extra weight has given to the works of implementing safety inspection and evaluation which attempt to evaluate the safety margins of NPPs under beyond design basis conditions as well as to bring forward some improving measures. The aiming of Seismic Margin Analysis (SMA) is to evaluate the seismic capability when the beyond design basis earthquake happens. Through widely study of methods used in SMA abroad, a conclusion can be made that the EPRI SMA method is ideal for the in-service NPPs with less PSA model and data, therefore, reasonably proper to the Qinshan Phase II SMA project. The analysis result showed that the Qinshan Phase II NPP can resist SME-level earthquake (0.225 g) which is 1.5 times of SSE.

引用

页码：513 / 524

页数：12

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