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Journal Articles

Rabi-oscillation spectroscopy of the hyperfine structure of muonium atoms

Nishimura, Shoichiro*; Torii, Hiroyuki*; Fukao, Yoshinori*; Ito, Takashi; Iwasaki, Masahiko*; Kanda, Sotaro*; Kawagoe, Kiyotomo*; Kawall, D.*; Kawamura, Naritoshi*; Kurosawa, Noriyuki*; et al.

Physical Review A, 104(2), p.L020801_1 - L020801_6, 2021/08

 Times Cited Count:0 Percentile:0.01(Optics)

Journal Articles

Fast reactor core seismic experiment and analysis under strong excitation

Yamamoto, Tomohiko; Iwasaki, Akihisa*; Kawamura, Kazuki*; Matsubara, Shinichiro*; Harada, Hidenori*

Proceedings of 2018 ASME Pressure Vessels and Piping Conference (PVP 2018), 8 Pages, 2018/07

To design fast reactor (FR) core components, seismic response must be evaluated in order to ensure structural integrity. Thus, a core seismic analysis method has been developed to evaluate 3D core vibration behavior considering fluid structure interaction and vertical displacements (rising). 1/1.5 scale 37 core element mock-ups hexagonal-matrix experiment was performed to validate the core elements vibration analysis code in three dimensions (REVIAN-3D). Based on the test data, the analysis model newly incorporated to respond to strong excitation was verified.

Journal Articles

New precise measurement of muonium hyperfine structure interval at J-PARC

Ueno, Yasuhiro*; Aoki, Masaharu*; Fukao, Yoshinori*; Higashi, Yoshitaka*; Higuchi, Takashi*; Iinuma, Hiromi*; Ikedo, Yutaka*; Ishida, Keiichi*; Ito, Takashi; Iwasaki, Masahiko*; et al.

Hyperfine Interactions, 238(1), p.14_1 - 14_6, 2017/11

 Times Cited Count:3 Percentile:90.77

Journal Articles

Core seismic experiment and analysis of full scale single model for fast reactor

Yamamoto, Tomohiko; Kitamura, Seiji; Iwasaki, Akihisa*; Matsubara, Shinichiro*; Okamura, Shigeki*

Proceedings of 2017 ASME Pressure Vessels and Piping Conference (PVP 2017) (CD-ROM), 10 Pages, 2017/07

To design fast reactor (FR) components, seismic response must be evaluated in order to ensure structural integrity. Therefore, a sophisticated analysis method has to be developed to study the seismic response of FR core. The fast reactors are made of several hundred core assemblies in hexagonal arrangement. When a big earthquake occurs, large horizontal displacement and impact force of each core assembly may cause a trouble for control rod insertability and core assembly intensity. Therefore, a seismic analysis method of fast reactor core considering horizontal nonlinear behavior, such as impact, fluid-structure interaction, etc. is needed. Validation of the core assembly vibration analysis code in three dimension (REVIAN-3D) was conducted by a full scale experiment. In this validation, the vertical behavior (raising displacement) and horizontal behavior (Impact force, horizontal response) of the analysis result agreed very well with the experiments.

Journal Articles

New muonium HFS measurements at J-PARC/MUSE

Strasser, P.*; Aoki, Masaharu*; Fukao, Yoshinori*; Higashi, Yoshitaka*; Higuchi, Takashi*; Iinuma, Hiromi*; Ikedo, Yutaka*; Ishida, Keiichi*; Ito, Takashi; Iwasaki, Masahiko*; et al.

Hyperfine Interactions, 237(1), p.124_1 - 124_9, 2016/12

 Times Cited Count:6 Percentile:92.96

Oral presentation

Conceptual design study and related R&Ds toward the demonstration reactor of JSFR, 6; Development of FBR core seismic analysis method

Kitamura, Seiji; Okamura, Shigeki*; Sawa, Naoki*; Iwasaki, Akihisa*

no journal, , 

no abstracts in English

Oral presentation

Development of seismic assessment method toward the demonstration reactor of JSFR, 1; Project overview and element test

Kitamura, Seiji; Sawa, Naoki*; Iwasaki, Akihisa*; Monde, Masatsugu*; Matsubara, Shinichiro*; Okamura, Shigeki*

no journal, , 

no abstracts in English

Oral presentation

Development of seismic assessment method toward the demonstration reactor of JSFR, 2; Test and analysis of full scale unit

Matsubara, Shinichiro*; Sawa, Naoki*; Iwasaki, Akihisa*; Monde, Masatsugu*; Okamura, Shigeki*; Kitamura, Seiji

no journal, , 

no abstracts in English

Oral presentation

Development of seismic assessment method toward the demonstration reactor of JSFR, 3; Vibration test of 1/1.5 scale test assembly in triangular arrangement

Iwasaki, Akihisa*; Sawa, Naoki*; Monde, Masatsugu*; Matsubara, Shinichiro*; Okamura, Shigeki*; Kitamura, Seiji

no journal, , 

no abstracts in English

Oral presentation

Development of seismic assessment method toward the demonstration reactor of JSFR, 4; Analysis of vibration test of 1/1.5 scale test assembly in triangular arrangement

Monde, Masatsugu*; Sawa, Naoki*; Iwasaki, Akihisa*; Matsubara, Shinichiro*; Okamura, Shigeki*; Kitamura, Seiji

no journal, , 

no abstracts in English

Oral presentation

Development of seismic assessment method toward the demonstration reactor of JSFR, 1; Vibration test of 1/2.5 scale test assembly in triangular arrangement

Iwasaki, Akihisa*; Monde, Masatsugu*; Sawa, Naoki*; Ikarimoto, Iwao*; Taniguchi, Yoshihiro*; Kitamura, Seiji

no journal, , 

The three-dimensional seismic analysis technology of a reactor core is developed. The vibration test of 1/2.5 scale test assembly in triangular arrangement was carried out, and the three-dimensional response behavior has been grasped.

Oral presentation

Development of seismic assessment method toward the demonstration reactor of JSFR, 2; Analysis of vibration test of 1/2.5 scale test assembly in triangular arrangement

Monde, Masatsugu*; Iwasaki, Akihisa*; Sawa, Naoki*; Ikarimoto, Iwao*; Taniguchi, Yoshihiro*; Kitamura, Seiji

no journal, , 

The three-dimensional analysis method of a reactor core is developed. The outline of the analysis method and the applicability of the method by comparison with a vibration test of 1/2.5 scale test assembly are reported.

Oral presentation

Core seismic experiment of a full-scale single model for a fast reactor

Iwasaki, Akihisa*; Sawa, Naoki*; Matsubara, Shinichiro*; Kitamura, Seiji; Okamura, Shigeki*

no journal, , 

A fast reactor core consists of several hundred core elements, which are hexagonal flexible beams embedded at the lower support plate in a hexagonal arrangement, separated by small gaps, and immersed in a fluid. Core elements have no support for vertical fixing in order to avoid the influence of thermal expansion and swelling. These days, in Japan, larger earthquake vibrations are postulated in seismic evaluations. So, it is necessary to consider vertical displacements (rising) and horizontal displacements of the core elements simultaneously because vertical seismic vibrations are larger than the acceleration of gravity. The 3D vibration behavior is affected by the fluid force of the ambient coolant and contact with the surrounding core elements. In this study, single-model vibration tests using a full-scale test model were conducted, and the basic characteristics of 3D vibration behavior of the core element were examined. In addition, structures restricting vertical displacements (dashpot structure) were devised, and their effectiveness was verified. As a result of the tests, the effects of the ambient condition (in air, in static water, and in flowing water), gap between the pads, vibration directions, vibration waves, and dashpot structures on the vibration behavior of the core element were examined. As regards the ambient condition, the vertical displacements were larger in flowing water that simulates the coolant flow than in air and in static water, because of upward fluid force in flowing water. As regards the gap between the pads, the larger the gaps was, the stronger the interferences due to horizontal displacements, and the smaller the vertical displacements were. The dashpot structure was verified to be suitable for reducing vertical displacements.

Oral presentation

Development of seismic assessment method for FR core, 2; Seismic experiment of full scale single model of control rod

Yamamoto, Tomohiko; Iwasaki, Akihisa*; Kawamura, Kazuki*; Matsubara, Shinichiro*; Ikarimoto, Iwao*; Harada, Hidenori*

no journal, , 

A sophisticated analysis method has to be developed to study the seismic response of Fast Reactor (FR) core considering 3 dimensional group vibration of FR core components. This paper summarizes for result of vertical vibration experiment of full scale single model of control rod.

Oral presentation

Development of seismic assessment method for FR core, 3; Summary of development of FR core seismic analysis method

Yamamoto, Tomohiko; Matsubara, Shinichiro*; Iwasaki, Akihisa*; Kawamura, Kazuki*; Harada, Hidenori*

no journal, , 

A fast reactor core consists of hundreds of core elements, which lengthen due to thermal expansion and swelling. So, the core elements are self-standing on the core support structure and not restrained in the axial direction. The authors carried out vibration tests and verification of analysis code (REVIAN-3) to evaluate 3D core vibration behavior. This report describes the summary of some experimental results and analysis.

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