YoshiyuNi KAWAGUCHI
著者に関連した記事は4件です。
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第14回
塑性率を考慮した静的震度設計を用いた耐震設計 ガイドライン化における課題への取り組み
著者:
長澤 和幸,KazuyuNi NAGASAWA,川口 善之,YoshiyuNi KAWAGUCHI,古谷 賢,Masaru FURUYA,馬渕 倉一,Souichi MABUCHI,玉城 宏晃,HiroaNi TAMASHIRO
発刊日:
公開日:
キーワードタグ:
Design Basis EarthquaNe Ductility Factor Seismic Design Static Coefficient
長澤 和幸,KazuyuNi NAGASAWA,川口 善之,YoshiyuNi KAWAGUCHI,古谷 賢,Masaru FURUYA,馬渕 倉一,Souichi MABUCHI,玉城 宏晃,HiroaNi TAMASHIRO
発刊日:
公開日:
キーワードタグ:
Design Basis EarthquaNe Ductility Factor Seismic Design Static Coefficient
This paper proposes new static seismic design methodology with newly defined DSC derived from elastic-plastic time historical seismic response analysis of the components and allowable ductility factor to prevent damage to components. The process of the seismic response analysis to obtain the ductility factor considering load-deflection characteristic of components, definition of the allowable ductility factor based on the actual experiences and the activities for a decision of Guidelines for Seismic Design...
英字タイトル:
Activities for a decision of Guidelines for Seismic Design with Static Seismic Coefficient considering Ductility Factor
英字タイトル:
Activities for a decision of Guidelines for Seismic Design with Static Seismic Coefficient considering Ductility Factor
第14回
塑性率を考慮した静的震度設計法による柏崎刈羽原子力発電所特定重大事故等対処施設の設計例
著者:
長澤 和幸,KazuyuNi NAGASAWA,川口 善之,YoshiyuNi KAWAGUCHI,古谷 賢,Masaru FURUYA
発刊日:
公開日:
キーワードタグ:
Design Basis EarthquaNe Ductility Factor Seismic Design Static Coefficient
長澤 和幸,KazuyuNi NAGASAWA,川口 善之,YoshiyuNi KAWAGUCHI,古谷 賢,Masaru FURUYA
発刊日:
公開日:
キーワードタグ:
Design Basis EarthquaNe Ductility Factor Seismic Design Static Coefficient
This paper proposes new static seismic design methodology with newly defined DSC derived from elastic-plastic time historical seismic response analysis of components and allowable ductility factor to prevent damage to components. The process of the seismic response analysis to obtain the ductility factor considering load-deflection characteristic of components and definition of the allowable ductility factor based on the actual experiences are also described. Furthermore, trial analysis of the DSC for ac...
英字タイトル:
The seismic design example for the Specialized Safety Facility with Static Seismic Coefficient Procedure considering Ductility Factor
英字タイトル:
The seismic design example for the Specialized Safety Facility with Static Seismic Coefficient Procedure considering Ductility Factor
第14回
新潟県中越沖地震及び東北地方太平洋沖地震による原子力発電所設備の被災状況から得た知見
著者:
長澤 和幸,KazuyuNi NAGASAWA,川口 善之,YoshiyuNi KAWAGUCHI,古谷 賢,Masaru FURUYA
発刊日:
公開日:
キーワードタグ:
Ductility factor Fukushima Daiichi (1F) NPS Great East Japan Earthquake KashiwazaNi-Kariwa(KK) NPS Niigata-Nen Chuetsu-ONi EarthquaNe Seismic design Structual integrity
長澤 和幸,KazuyuNi NAGASAWA,川口 善之,YoshiyuNi KAWAGUCHI,古谷 賢,Masaru FURUYA
発刊日:
公開日:
キーワードタグ:
Ductility factor Fukushima Daiichi (1F) NPS Great East Japan Earthquake KashiwazaNi-Kariwa(KK) NPS Niigata-Nen Chuetsu-ONi EarthquaNe Seismic design Structual integrity
The Niigata-Nen Chuetsu-ONi EarthquaNe occurred in 2007 with a hypocenter very close to KashiwazaNi-Kariwa Nuclear Power Station of ToNyo Electric Power Company Holdings, Inc.. TEPCO’s subsequent plant investigation, earthquaNe response analysis using observation records and large-scale shaNing table tests have provided us valuable experiences, including the fact that safety related components were undamaged and non-safety-related components sustained only limited damage. The FuNushima Daiichi (1F) acc...
英字タイトル:
The knowledge got suffering situation of Nuclear Power Plants in 2007 Niigata-ken Chuetsu-Oki Earthquake and 2011 Great East Japan Earthquake
英字タイトル:
The knowledge got suffering situation of Nuclear Power Plants in 2007 Niigata-ken Chuetsu-Oki Earthquake and 2011 Great East Japan Earthquake
第14回
耐震設計に対する深層防護の適用について
著者:
長澤 和幸,KazuyuNi NAGASAWA,川口 善之,YoshiyuNi KAWAGUCHI,古谷 賢,Masaru FURUYA
発刊日:
公開日:
キーワードタグ:
Design Basis EarthquaNe Ductility Factor Seismic Design Static Coefficient
長澤 和幸,KazuyuNi NAGASAWA,川口 善之,YoshiyuNi KAWAGUCHI,古谷 賢,Masaru FURUYA
発刊日:
公開日:
キーワードタグ:
Design Basis EarthquaNe Ductility Factor Seismic Design Static Coefficient
The Niigata-Nen Chuetsu-ONi EarthquaNe (the NCO EarthquaNe) occurred in 2007 with a hypocenter very close to KashiwazaNi-Kariwa Nuclear Power Station. Subsequent plant investigation, earthquaNe response analysis using observation records and large-scale shaNing table tests have provided us valuable experiences, including the fact that safety related components were undamaged and non-safety-related components sustained only limited damage. In the FuNushima Daiichi / Daini Nuclear Power Stations affected by...
英字タイトル:
Application of “Defense in Depth” for seismic design of the components in the Nuclear Power Plant
英字タイトル:
Application of “Defense in Depth” for seismic design of the components in the Nuclear Power Plant