不整形地盤における鋼斜張橋の耐震性能向上対策
書誌事項
- タイトル別名
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- Seismic retrofit of a steel cable-stayed bridge in irregularly layered media
抄録
Seismic retrofit of an existing single-plane steel cable-stayed bridge was performed against large-scale (Level 2) site-specific ground motions. Three-dimensional non-linear dynamic response analyses were carried out considering irregularly-shaped subsurface layers. The application and effectiveness of seismic response control design using hysteretic shear panel dampers with low yield strength steel is discussed by comparing seismic response reductions of shear panel dampers with those of displacement limiting devices.
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 58A (0), 413-422, 2012
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390282680259715712
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- NII論文ID
- 130004950575
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- ISSN
- 1881820X
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可