Evaluation of static and dynamic characteristics of GFRP pedestrian girder bridge considering variation in material properties

• Hayashi Gen

  京都大学大学院 工学研究科社会基盤工学専攻

• Kim Chul-Woo

  京都大学 大学院工学研究科社会基盤工学専攻

• Sugiura Kunitomo

  京都大学 大学院工学研究科社会基盤工学専攻

• Suzuki Yasuo

  富山大学 都市デザイン学部都市・交通デザイン学科

• Hibi Hideki

  株式会社ヒビ

Bibliographic Information

Other Title

• 材料物性値のばらつきを考慮したGFRP歩道桁橋の静的・動的応答評価

Abstract

The purpose of this study is to elucidate the effect of variations in material properties of GFRP materials on the response performance of pedestrian bridges. First, the static loading test and the vibration test are performed on the actual GFRP pedestrian girder bridge assembled in the factory before completion, and the response performance of the bridge is evaluated. Then, the response analysis of the actual bridge was performed using the constructed finite element model. In addition, the performance of the bridge is statistically evaluated by conducting Monte Carlo simulation assuming the variation of material properties.

Journal

• Journal of Structural Engineering, A

  Journal of Structural Engineering, A 66A (0), 329-339, 2020

  Japan Society of Civil Engineers

Keywords

• GFRP
• pedestrian girder bridge
• bridge response
• variation

Details

• CRID: 1390002184893715584
• NII Article ID: 130007830359
• DOI: 10.11532/structcivil.66a.329
• ISSN: 1881820X
• Text Lang: ja
• Data Source:
  • JaLC
  • CiNii Articles
  • KAKEN
• Abstract License Flag: Disallowed