A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis

A. Michitani, Kiyoshi Ono, N. Nishimura

研究成果: Conference contribution

抄録

It is required that the dynamic response analysis should be conducted as the method to evaluate the seismic performance of steel truss bridges according to Japanese seismic design specifications for highway bridges. On the other hand, it is known that the results of the dynamic response analysis are affected by the modeling of stress-strain relationship of steel and panel points of steel truss bridges. However, there are few studies on modeling the stress-strain relationship of steel and panel points used in the dynamic response analysis for evaluating the seismic performance of steel truss bridges. In this study, modeling of stress-strain relationship and panel points of steel truss bridges is focused on and the dynamic response analysis is conducted against one of Level 2 earthquake ground motions. Based on the analysis results, the influence of modeling of the stress-strain relationship and panel points on the analysis results of steel truss bridges is investigated.

元の言語English
ホスト出版物のタイトルProceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013
出版者Hokkaido University collection of Scholarly Academic Papers, HUSCAP
出版物ステータスPublished - 2013
外部発表Yes
イベント13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 - Sapporo, Japan
継続期間: 2013 9 112013 9 13

Other

Other13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013
Japan
Sapporo
期間13/9/1113/9/13

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Steel bridges
Dynamic response
Highway bridges
Steel
Seismic design
Earthquakes
Specifications

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

これを引用

Michitani, A., Ono, K., & Nishimura, N. (2013). A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. : Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 Hokkaido University collection of Scholarly Academic Papers, HUSCAP.

A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. / Michitani, A.; Ono, Kiyoshi; Nishimura, N.

Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013. Hokkaido University collection of Scholarly Academic Papers, HUSCAP, 2013.

研究成果: Conference contribution

Michitani, A, Ono, K & Nishimura, N 2013, A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. : Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013. Hokkaido University collection of Scholarly Academic Papers, HUSCAP, 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013, Sapporo, Japan, 13/9/11.
Michitani A, Ono K, Nishimura N. A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. : Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013. Hokkaido University collection of Scholarly Academic Papers, HUSCAP. 2013
Michitani, A. ; Ono, Kiyoshi ; Nishimura, N. / A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013. Hokkaido University collection of Scholarly Academic Papers, HUSCAP, 2013.
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