SEISMIC DESIGN OF FREE STANDING RACKS IN JAPANESE NUCLEAR POWER PLANTS

被引：0

作者：

Takaki, Yu ^{[1
]}

Taniguchi, Katsuhiko ^{[1
]}

Kishimoto, Junichi ^{[1
]}

Iwasaki, Akihisa ^{[2
]}

Nekomoto, Yoshitsugu ^{[2
]}

Kuga, Tohru ^{[3
]}

Kameyama, Masashi ^{[3
]}

机构：

[1] Mitsubishi Heavy Ind Co Ltd, Nucl Energy Syst, Kobe, Hyogo, Japan

[2] Mitsubishi Heavy Ind Co Ltd, Takasago R&D Ctr, Kobe, Hyogo, Japan

[3] Kansai Elect Power Co Inc, Osaka, Japan

来源：

PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE, 2017, VOL 8 | 2017年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The free standing racks are spent fuel storage racks with self-sustained structure without fixation to the pit floor or pit walls. If a free standing rack receives a force to move it due to an earthquake, the force acting on each member of the rack is reduced in compared to the floor-anchored racks owing to sliding of the free standing rack. Now it is planned to exchange the existing floor-anchored racks with the free standing racks to secure higher seismic resistance. In previous studies, efforts were made to establish a behavior analysis model that allows for evaluation of sliding and rocking behaviors of free standing racks and to make out a seismic design method based on an evaluation technique to evaluate, in a conservative manner, vibration test results of fullscale free standing racks. The free standing racks which consist of connected eight racks are designed with this seismic design method. It was confirmed that the free standing racks have enough seismic resistance by performing evaluation using the basic seismic motion and making an analysis on beyond the design event.

引用

页数：10

共 50 条

[31] SEISMIC INSTRUMENTATION FOR NUCLEAR POWER PLANTS.
Morcos, Andrew
Chu, Shih-Lung
American Society of Civil Engineers, Journal of the Power Division, 1973, 99 (PO2): : 281 - 285
[32] DEVELOPMENT OF SEISMIC DESIGN METHOD FOR FREE STANDING RACK
Iwasaki, Akihisa
Nekomoto, Yoshitsugu
Morita, Hideyuki
Taniguchi, Katsuhiko
Okuno, Daisaku
Matsuoka, Toshihiro
Chigusa, Naoki
PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE - 2013, VOL 8: SEISMIC ENGINEERING, 2014,
[33] Suggested corrections of standard response spectrum in code for seismic design of nuclear power plants
Bai, Wenting
Feng, Guozhong
Hedongli Gongcheng/Nuclear Power Engineering, 2015, 36 (04): : 45 - 48
[34] Fundamentals of seismic Design of Nuclear power plants and Influence of Soil-Structure Interaction
Sadegh-Azar, H.
Hartmann, H-G.
BAUINGENIEUR, 2011, 86 : S3 - S10
[35] Seismic Monitoring in Nuclear Power Plants - Yesterday and Today
Bolleter, Werner
Zeck, Kurt
ATW-INTERNATIONAL JOURNAL FOR NUCLEAR POWER, 2013, 58 (06): : 346 - +
[36] ORGANIZING OF THE SEISMIC MONITORING OF NUCLEAR POWER PLANTS OF UKRAINE
Sapuzhak, I. Y.
GEODYNAMICS, 2011, (11): : 278 - 280
[37] SEISMIC TESTS OF CZECHOSLOVAK NUCLEAR-POWER PLANTS
PODROUZEK, J
JADERNA ENERGIE, 1985, 31 (01): : 22 - 25
[38] Evaluating the Seismic Diversity and Robustness of Nuclear Power Plants
Katayama, Yoshifumi
Ohtori, Yasuki
Sakai, Toshiaki
Muta, Hitoshi
Annaka, Tadashi
JOURNAL OF NUCLEAR SCIENCE AND TECHNOLOGY, 2021, 58 (09) : 970 - 983
[39] Seismic site characterization for nuclear structures and power plants
Boominathan, A
CURRENT SCIENCE, 2004, 87 (10): : 1388 - 1397
[40] Seismic safety of nuclear power plants in eastern Europe
Gurpinar, A
Godoy, A
NUCLEAR ENGINEERING AND DESIGN, 1998, 182 (01) : 47 - 58

← 1 2 3 4 5 →