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Seismic proof test of a reinforced concrete containment vessel (RCCV): Part 1: Test model and pressure test
Authors:Toshihiko Hirama   Masashi Goto   Toshiyasu Hasegawa   Minoru Kanechika   Takahiro Kei   Tsutomu Mieda   Hiroshi Abe   Katsuki Takiguchi  Hiroshi Akiyama
Affiliation:aShimizu Corporation, Energy Engineering Division, Seavans South, No.2-3, Shibaura 1-chome, Minato-ku, Tokyo 105-8007, Japan;bToshiba Corporation Power Systems and Services Company, Japan;cShimizu Corporation, Energy Engineering Division, Japan;dKajima Corporation Nuclear Power Department, Japan;eTakenaka Corporation Takenaka Research and Development Institute, Japan;fIshikawajima-Harima Heavy Industories Co. Ltd., Japan;gJapan Nuclear Energy Safety Organization, Japan;hTokyo Institute of Technology, Department of Mechanical and Environmental Informatics, Japan;iNihon University, Faculty of Science and Technology, Japan
Abstract:In Japan, the Nuclear Power Engineering Corporation (NUPEC), sponsored by the Ministry of Economy, Trade and Industry (METI), has been conducting a series of seismic reliability proving tests using full-scale or close to full-scale models to simulate actual important equipment that is critical for seismic safety of nuclear power plants. The tests are intended to validate the seismic design and reliability with a sufficient margin even under destructive earthquakes. A series of tests was carried out on a reinforced concrete containment vessel (RCCV) for advanced boiling water reactor (ABWR) from 1992 to 1999. A large-scale high-performance shaking table at Tadotsu Engineering Laboratory, the largest in the world, was used for this test. Part 1 reports the test model and the results of pressure and leak tests. Part 2 describes test procedures, input waves and the results of verification tests such as changes of stiffness, characteristic frequency and damping ratio, the failure of the model and the load deflection. Part 3 shows the seismic safety margin that was evaluated from the energy input during the failure test to a design basis earthquake. Part 4 reports simulation analysis results by a stick model with lumped masses.
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