CONSIDERATION ON MODELING METHOD OF BEARING CONSISTING OF KNOCK OFF MEMBER AND SLIDING PLATE

• NAKANISHI Yasuyuki

  （株）ニュージェック道路グループ橋梁チーム

• MATSUMURA Masahide

  大阪市立大学大学院 工学研究科都市系専攻

• YAMAGUCHI Takashi

  大阪市立大学大学院 工学研究科都市系専攻

Bibliographic Information

Other Title

• ノックオフ部材とすべり支承からなる支承形式のモデル化に関する検討

Abstract

 Sliding bearing provide less seismic force delivered to substructures and are effective for ensuring the seismic safety of bridge structures. For more rational and effective use of the sliding bearing, the authors consider a damage controlling method by use of combination of sliding bearings, knock off members and displacement restrainers as bridge bearing. In this paper, a modeling method using spring elements of the proposed bearing for dynamic response analysis is verified through comparisons between experimental and analytical results.

Journal

• Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))

  Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 71 (4), I_265-I_273, 2015

  Japan Society of Civil Engineers

Keywords

• Sliding bearing
• Shaking table test
• Trigger
• Dynamic response analysis

Details

• CRID: 1390001205350401024
• NII Article ID: 130005100188
• DOI: 10.2208/jscejseee.71.i_265
• ISSN: 21854653
• Web Site: https://www.jstage.jst.go.jp/article/jscejseee/71/4/71_I_265/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed