成层地基对核电厂楼层反应谱的影响分析

英文篇名：Influence Analysis of Layered Foundation on Floor Response Spectrum of Nuclear Power Plant
中文刊名：水电能源科学
英文刊名：Water Resources and Power
作者：逄俊杰 ; 李建波 ; 钟红
英文作者：PANG Junjie1 ; 2 LI Jianbo 1 ZHONG Hong1 (1.Earthquake Engineering Research Division ; Dalian University of Technology ; Dalian 116024 ; China ; 2.ACRE Coking and Refractory Engineering Consulting Corporation ; Anshan 114001 ; China)
中文关键词：分层地基 ; 核电厂 ; 楼层反应谱 ; 集总参数模型 ; 黏弹性人工边界 ; 时域分析
英文关键词：layered foundation ; nuclear power plant ; floor response spectrum ; lumped parameter model ; viscoelasticity artificial boundary ; time domain analysis
出版日期：2010-10-25
机构：大连理工大学工程抗震研究所;中冶焦耐工程技术有限公司;
年：2010
期：10
出版单位：水电能源科学

摘要

基于黏弹性动力人工边界理论,考虑结构—地基动力相互作用,分别分析了系统频率与楼层反应谱,揭示了成层地基对核电厂竖向动力特性的影响。计算结果表明,核电厂竖向反应谱更易受成层地基影响,该方法可供核电工程借鉴。
Based on the theory of viscoelasticity dynamic artificial boundary,this paper analyzes the system frequencies and the floor response spectrum by considering the interaction of soil and structure.The influence of layered foundation on vertical dynamic response spectrum of nuclear power plant is investigated.The numerical results reveal that the vertical response spectrum of nuclear power plant is more sensitive to layered foundation.Thus,this method has certain referential value for nuclear power plant project.

引文

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