{"title":"Aseismic design and dynamic analysis of nuclear power plants","authors":"K. Akino, H. Tajimi","doi":"10.1016/0369-5816(65)90141-9","DOIUrl":null,"url":null,"abstract":"<div><p>The present paper describes the dynamic analysis applied to the reactor containment building of the JPDR, which has been completed in 1963. As the method of evaluating the most probable earthquake response for aseismic design was explained in the previous paper of part I, the analysis included in this paper is restricted to the calculation of the vibrational properties of the building, performed on the basis of an assumption that it undergoes a rocking vibration. In addition, the measurement of vibrations of the building during small earthquakes is reported and some data are presented as a result of the spectral analysis. As measurements are continuing, only a tentative conclusion as regards the natural period is made by comparison between calculated and measured results.</p></div>","PeriodicalId":100973,"journal":{"name":"Nuclear Structural Engineering","volume":"2 1","pages":"Pages 120-125"},"PeriodicalIF":0.0000,"publicationDate":"1965-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0369-5816(65)90141-9","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Nuclear Structural Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0369581665901419","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The present paper describes the dynamic analysis applied to the reactor containment building of the JPDR, which has been completed in 1963. As the method of evaluating the most probable earthquake response for aseismic design was explained in the previous paper of part I, the analysis included in this paper is restricted to the calculation of the vibrational properties of the building, performed on the basis of an assumption that it undergoes a rocking vibration. In addition, the measurement of vibrations of the building during small earthquakes is reported and some data are presented as a result of the spectral analysis. As measurements are continuing, only a tentative conclusion as regards the natural period is made by comparison between calculated and measured results.
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