大規模解析による鋼斜張橋の車両荷重および温度変化に対する挙動評価
書誌事項
- タイトル別名
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- Large-scale simulation of steel cable-stayed bridge under vehicle load and temperature change
抄録
<p>Social infrastructures such as roads, bridges, and tunnels are aging, and its maintenance and management are an urgent issue. The goal of this study was to estimate the deformation, fatigue, and deterioration of bridges, by using digital twin model. To accomplish this, first, we modeled of entire existing long bridge with 3D shell and solid elements. Next, we estimated the deformation of the bridge under vehicle load and daily temperature change by applying linear static analysis. The numerical results were within the 95% confidence interval of the actual measurement, in the case of vehicle load. Further, the model could qualitatively represent the deformation of the bridge under daily temperature change.</p>
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 66A (0), 170-180, 2020
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
- 1390846609823934336
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- NII論文ID
- 130007830366
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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