COARSE-MESH METHODS APPLICATION IN THREE-DIMENSIONAL CORE ANALYSIS.

被引:0
|
作者
Bottoni, G.P.
Giorcelli, M.
机构
来源
Energia nucleare Milano | 1980年 / 27卷 / 4-5期
关键词
Compendex;
D O I
暂无
中图分类号
学科分类号
摘要
NUCLEAR REACTORS
引用
收藏
页码:203 / 209
相关论文
共 50 条
  • [31] Numerical methods applied to pin power reconstruction based on coarse-mesh nodal calculation
    Pessoa, Paulo I. O.
    Araujo, Lenilson M.
    Silva, Fernando C.
    Menezes, Anderson A. M.
    ANNALS OF NUCLEAR ENERGY, 2018, 118 : 291 - 312
  • [32] Boundary Element Method for Three-dimensional Stress Analysis.
    Nielsen, Leif Otto
    Serie R - Danmarks Tekniske Hojskole, Afdelingen for Baerende Konstruktioner, 1983, (169):
  • [33] BOUNDARY ELEMENTS FOR THREE-DIMENSIONAL ELASTIC CRACK ANALYSIS.
    Luchi, M.Laura
    Rizzuti, Sergio
    1600, (24):
  • [34] ACCURACY OF DLT EXTRAPOLATION IN THREE-DIMENSIONAL FILM ANALYSIS.
    Wood, Graeme A.
    Marshall, Robert N.
    1600, (19):
  • [35] Three-dimensional Mesh Facade
    不详
    BAUINGENIEUR, 2015, 90 : A22 - A22
  • [36] Development of three-dimensional enriched free mesh method and its application to crack analysis
    Suzuki H.
    Matsubara H.
    Ezawa Y.
    Yagawa G.
    Nihon Kikai Gakkai Ronbunshu, A Hen/Transactions of the Japan Society of Mechanical Engineers, Part A, 2010, 76 (763): : 296 - 302
  • [37] Analysis of three-dimensional cracks with independent crack mesh
    Kim, TS
    Park, JH
    Park, JS
    Kim, JS
    Jin, TE
    ADVANCES IN SAFETY AND STRUCTURAL INTEGRITY 2005, 2006, 110 : 55 - 61
  • [38] Time series analysis of Monte Carlo fission sources - III: Coarse-mesh projection
    Nease, Brian R.
    Ueki, Taro
    NUCLEAR SCIENCE AND ENGINEERING, 2007, 157 (01) : 51 - 64
  • [39] THREE-DIMENSIONAL MOTION OF BURIED PIPELINE. I: ANALYSIS.
    Wong, K.C.
    Datta, S.K.
    Shah, A.H.
    Journal of Engineering Mechanics, 1986, 112 (12): : 1319 - 1337
  • [40] HOLO-PHOTOELASTIC METHOD FOR THREE-DIMENSIONAL STRESS ANALYSIS.
    Fu-lung, Dai
    Kuo-cheng, Chung
    1978, (03): : 7 - 20