Developing architecture for upgrading I&C systems of an operating nuclear power plant using a quality attribute-driven design method

2011 ◽  
Vol 241 (12) ◽  
pp. 5281-5294
Author(s):  
Yong Suk Suh ◽  
Jong Yong Keum ◽  
Hyeon Soo Kim
2020 ◽  
Vol 86 (892) ◽  
pp. 20-00248-20-00248
Author(s):  
Takashi OKAFUJI ◽  
Kazuhiro MIURA ◽  
Mitsuhiro NAKAMURA ◽  
Tatsuyuki HARADA ◽  
Noriyuki HAKODA ◽  
...  

Author(s):  
Peter J. Carrato ◽  
Martin Reifschneider

Anchoring structures, systems and components to concrete is a significant activity in the design and construction of a nuclear power plant. Early in this decade the Concrete Capacity Design method (CCD) was adopted by the American Concrete Institute (ACI) for use in the structural design for both commercial and nuclear facilities. This design method and associated qualification tests brings new challenges to designing efficient means for anchoring to concrete structures. Although the CCD method provides guidance on many aspects of concrete anchorage there are a few areas, pertinent to nuclear power plant construction, that are not covered or require significant interpretation of the most recent codes. This paper will focus on the design of shear lugs used to resist significant lateral loads. Results from laboratory tests of shear lugs are presented. These full scale tests considered the interaction of tension and shear loads on the performance of shear lug assemblies. Recommendations for the efficient use of shear lugs are provided.


2016 ◽  
Vol 2016.24 (0) ◽  
pp. 201
Author(s):  
Yuki MIYAJIMA ◽  
Takaaki SAKAKIDA ◽  
Kenichiro OGURA ◽  
Yuichi KOIDE ◽  
Ami HARUBEPPU

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