EVALUATION OF ULTIMATE DEFORMATION OF RC COLUMNS SUBJECTED TO CYCLIC LOADING BASED ON THE LATTICE MODEL

• ITO Atsushi

  JAPAN SOCIETY OF CIVIL ENGINEERS

• NIWA Junichiro

  東京工業大学 工学部土木工学科

• TANABE Tada-aki

  名古屋大学大学院 土木工学専攻

Bibliographic Information

Other Title

• 格子モデルによる繰り返し荷重を受ける鉄筋コンクリート柱の終局変位の評価
• コウシ モデル ニ ヨル クリカエシ カジュウ オ ウケル テッキン コンクリート チュウ ノ シュウキョク ヘンイ ノ ヒョウカ

Abstract

The analytical method to evaluate easily the ultimate deformation of reinforced concrete columns subjected to cyclic loading was developed, in which the lattice model that can evaluate shear-resisting mechanism clearly was extended. In this study, it was confirmed that the lattice model could evaluate the ultimate deformation of reinforced concrete columns subjected to cyclic loading with reasonable accuracy. In addition to this, shear-resisting mechanism of reinforced concrete columns can be captured by the lattice model analysis.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 2000 (641), 253-262, 2000-02-20

  Japan Society of Civil Engineers

Keywords

• lattice model
• cyclic loading
• ultimate deformation
• shear reinforcement ratio shear resisting mechanism

Details

• CRID: 1390282680285448064
• NII Article ID: 130003983462
• NII Article ID: 10004541745
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.2000.641_253
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 5292807
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I5292807
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/2000/641/2000_641_253/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed