連層耐震壁を含む骨組の梁理論による近似解析

• 柴田 道生

  摂南大学工学部建築学科

書誌事項

タイトル別名

• DEFORMATION ANALYSYS OF A MULTI-STORY BRACED FRAME BY ELEMENTARY BEAM THEORY
• レンソウ タイシンヘキ オ フクム ホネグミ ノ リョウリロン ニ ヨル キンジ カイセキ

抄録

Theoretical studies are presented on the elastic behavior of a high-rise building with shear walls using elementary beam thory. The shear wall is modeled to a bar subjected to bending and shearing deformations, and moment resisting frames are approximated as beams subjected to shearing deformations. The shear wall and moment resisting frames are coupled by connecting beams. Deformations are obtained as the solution of ordinary differential equation. The influence of the connecting beam rigidity to the deformation of the system can be investigated by simple tools like the spread-sheet software. The bending deformations of the braced wall of steel structures are reduced by the restraining trusses, so called Hat-Truss or Belt-Truss. Effects of restraining trusses are also investigated.

収録刊行物

• 日本建築学会構造系論文集

  日本建築学会構造系論文集 71 (606), 131-137, 2006

  日本建築学会

キーワード

• 連層耐震壁
• 境界梁
• 曲げせん断変形
• 弾性解析
• 表計算ソフト

詳細情報

• CRID: 1390282680614029824
• NII論文ID: 110004763718
• NII書誌ID: AN10438559
• DOI: 10.3130/aijs.71.131_3
• ISSN: 18818153
• ISSN: 13404202
• NDL書誌ID: 8057073
• Web Site: http://id.ndl.go.jp/bib/8057073
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I8057073
• Web Site: https://www.jstage.jst.go.jp/article/aijs/71/606/71_KJ00004341844/_pdf
• 本文言語コード: ja
• データソース種別:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
  • KAKEN
• 抄録ライセンスフラグ: 使用不可