Earthquake response spectra for seismic design of nuclear power plants in the UK

被引：26

作者：

Bommer, Julian J. ^{[1
]}

Papaspiliou, Myrto ^{[1
,2
]}

Price, Warren ^{[2
]}

机构：

[1] Univ London Imperial Coll Sci Technol & Med, Civil & Environm Engn Dept, London SW7 2AZ, England

[2] Natl Nucl Lab, Warrington WA3 6AE, Cheshire, England

来源：

NUCLEAR ENGINEERING AND DESIGN | 2011年 / 241卷 / 03期

关键词：

GROUND-MOTION PREDICTION; EASTERN NORTH-AMERICA; AVERAGE HORIZONTAL COMPONENT; SHALLOW CRUSTAL EARTHQUAKES; HAZARD ANALYSIS; MEDITERRANEAN REGION; UNITED-KINGDOM; LOGIC TREES; MIDDLE-EAST; EQUATIONS;

D O I：

10.1016/j.nucengdes.2011.01.029

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：

Earthquake actions for the seismic design of nuclear power plants in the United Kingdom are generally based on spectral shapes anchored to peak ground acceleration (PGA) values obtained from a single predictive equation. Both the spectra and the PGA prediction equation were derived in the 1980s. The technical bases for these formulations of seismic loading are now very dated if compared with the state-of-the-art in this field. Alternative spectral shapes are explored and the options, and the associated benefits and challenges, for generating uniform hazard response spectra instead of fixed shapes anchored to PGA are discussed. (C) 2011 Elsevier B.V. All rights reserved.

引用

页码：968 / 977

页数：10

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