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- YOSHIDA Shin-ichi
- Obayashi Corporation, Nuclear Facilities Division
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- AKIMOTO Masahito
- Obayashi Corporation, Nuclear Facilities Division
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- ADACHI Takao
- Obayashi Corporation, Nuclear Facilities Division
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- OGAWA Tsutomu
- The Japan Atomic Power Company, Projects Development Department
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- KAMIYA Masanobu
- The Japan Atomic Power Company, Projects Development Department
Bibliographic Information
- Other Title
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- 断層変位に対する原子力発電所のリスク評価に係る研究
Abstract
<p>As is the case with other natural phenomena such as seismic motions and tsunamis, the influence on the facilities by the permanent displacement of the ground is evaluated appropriately considering its uncertainty which is evaluated by hazard analysis. And, mitigation measures should be taken in accordance with the evaluation result. In this paper, trial analysis where fault displacement is input at the lower surface of the base slab of a PWR type reactor building is performed. In this analysis, structural safety is assessed by using nonlinear finite element models of reinforced concrete members such as the base slab of the reactor building.</p>
Journal
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- Journal of Japan Association for Earthquake Engineering
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Journal of Japan Association for Earthquake Engineering 20 (3), 3_84-3_95, 2020
JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING
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Details 詳細情報について
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- CRID
- 1390846609817536384
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- NII Article ID
- 130007818542
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- ISSN
- 18846246
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed