Gust Response Evaluation of PC Cable Stayed Bridge under Erection using Elastic Model Test and Gust Response Analysis
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- Ito Yasuaki
- Institute of Technology, Shimizu Corporation
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- Nakashima Yuzuru
- Hokkaido Branch, Shimizu Corporation
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- Kobayashi Hideto
- International Division, Shimizu Corporation
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- Sakai Yuki
- Institute of Technology, Shimizu Corporation
Bibliographic Information
- Other Title
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- 弾性模型実験とガスト応答解析による架設時PC斜張橋のガスト応答評価
Abstract
Wind resistant design of a PC cable stayed bridge under erection is an important issue in bridge construction. Gust response amplitude can’t be evaluated by section model wind tunnel tests, and elastic model tests or gust response analysis is usually conducted to evaluate gust response of the bridge. Gust response analysis has cost advantage against elastic model test, however the accuracy of gust response analysis has not investigated well yet. The accuracy of gust response analysis is investigated in this research by comparing the results of analyses with elastic model tests. Results of the analysis correspond well with experimental results.
Journal
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- Summaries to Technical Papers of Annual Meeting, Japan Association for Wind Engineering
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Summaries to Technical Papers of Annual Meeting, Japan Association for Wind Engineering 2017 (0), 185-186, 2017
Japan Association for Wind Engineering
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Details 詳細情報について
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- CRID
- 1390282680600303232
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- NII Article ID
- 130006983835
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- Text Lang
- ja
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed