Effect of slenderness-ratio parameter on seismic performance of steel piers

H. Takezawa, K. Ono, S. Okada, K. Azumi

研究成果: Conference contribution

抜粋

The slenderness ratio parameter of steel members such as arch ribs is larger than that of usual steel bridge piers. However, previous studies on the seismic performance of steel members with the large slenderness ratio parameter are not sufficient compared with usual steel bridge piers. The purpose of this study is to obtain more results on the load-carrying capacity and the ductility for steel members with the relatively large slenderness ratio parameter based on the elasto-plastic finite element analysis. The validity of the analytical method was confirmed by comparing the analytical results with the previous experimental results. Based on the valid analytical method, the parametric analysis about the width-thickness ratio parameters was conducted and the effect of the slenderness ratio parameter was investigated. Analysis results indicate that the load-carrying capacity and the ductility for steel members decrease as the slenderness ratio parameter increases or the width-thickness ratio parameters increase.

元の言語English
ホスト出版物のタイトルMaintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018
編集者Nigel Powers, Dan M. Frangopol, Riadh Al-Mahaidi, Colin Caprani
出版者CRC Press/Balkema
ページ2160-2164
ページ数5
ISBN(印刷物)9781138730458
出版物ステータスPublished - 2018 1 1
イベント9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018 - Melbourne, Australia
継続期間: 2018 7 92018 7 13

出版物シリーズ

名前Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018

Conference

Conference9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018
Australia
Melbourne
期間18/7/918/7/13

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Safety, Risk, Reliability and Quality

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  • これを引用

    Takezawa, H., Ono, K., Okada, S., & Azumi, K. (2018). Effect of slenderness-ratio parameter on seismic performance of steel piers. : N. Powers, D. M. Frangopol, R. Al-Mahaidi, & C. Caprani (版), Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018 (pp. 2160-2164). (Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018). CRC Press/Balkema.