Evaluation and Simulation of Seismic Event Risk for Reinforced Concrete Railway Viaducts
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- Yoshikawa Hiromichi
- 東京都市大学 総合研究所地震リスクマネジメント研究室
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- Wakabayashi Yuko
- 東京都市大学 工学部都市基盤工学科 災害軽減工学研究室
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- Tsubota Masaki
- (株)構造計画研究所 防災ソリューション部
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- Ohtaki Takeshi
- (株)クレアテック 技術部
Bibliographic Information
- Other Title
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- キャパシティスペクトル法とEFM法を援用したRCラーメン高架橋の地震イベントリスク評価
- キャパシティスペクトルホウ ト EFMホウ オ エンヨウ シタ RC ラーメン コウカキョウ ノ ジシン イベントリスク ヒョウカ
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Description
The present paper proposed the evaluation procedure of seismic risks, which consists of PhaseI:seismic hazard analysis, PhaseII: ground motion at site, PhaseIII:capacity spectrum method, PhaseIV:seismic vulnerability and fragility analysis and PhaseV:seismic event risk analysis. Among these phases, capacity spectrum method and event-flag matrix method are featured in our proposed procedure. Simulations of event risk assessment for two types of reinforced concrete railway viaducts designed by old and present specifications were conducted. Then, major risk indices such as NEL, PML, AEL, and event risk curves are figured out and carefully discussed. It is concluded that these calculated results reflect the directions of railway viaducts as well as differences of seismic performance due to differences of design specifications.
Journal
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- Concrete Research and Technology
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Concrete Research and Technology 22 (1), 1_33-1_42, 2011
Japan Concrete Institute
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Details 詳細情報について
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- CRID
- 1390282679384449792
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- NII Article ID
- 10027410714
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- NII Book ID
- AN1053282X
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- ISSN
- 21862745
- 13404733
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- NDL BIB ID
- 10980071
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- Text Lang
- ja
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- Article Type
- journal article
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed