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耐震裕度に関する検討について
Webdesign of nuclear power plants JEAG46012). The conditions assumed for the above were the same as those for the elastic analysis. Figure 5 shows the maximum response during the NCO overlaid on the skeleton curve. The results show that the response to the NCO was below the first turning point (concrete cracking point) and was Web2.2 jeag460 1 a g 460 1 jeag4601 1984 -c , 111 as as c t, (l) pc ill as e a g 460 1 (y f, r je (e cc ) e c csf" ñÄb, Æyj, Ìhj£, s (l*1 2-1 diversified maintenance cleaning
JEAC・JEAG一覧 / 日本電気協会ウェブストア
Web原子力発電所耐震設計技術 規程/指針 [JEAC/JEAG4601‐2008] の改定等の活動概要 平成27年6月 耐震設計分科会 山崎達広 1 報告内容 • JEAC/G 4601耐震設計技術規程/ 指針 … http://kea.kr/open/open04_01_list.html?pg=98&block=10&kind=1 Webdivision II(non-insulation) of JEAG4601-i991. @ Air flow test (fluid-elastic vibration) The critical velocity factor(K) of tube arrays was minimum 6.23 and average 7.39, and showed good agreement in critical velocity factor of triangular arrays of 30 degrees with the literature of S.S.Chen. ® Stress concentration factor of fin joint diversified maintenance columbus ohio