低層切妻鉄骨造建築物の構造骨組用外圧係数の荷重効果に基づく検討

Seiya Gunji, Yasushi Uematsu, Kosuke Sato

研究成果: Article査読

1 被引用数 (Scopus)

抄録

The present paper discusses the wind pressure coefficients for the main wind force resisting systems of low-rise gable-roofed steel buildings, based on a wind tunnel experiment and a two-dimensional frame analysis. Focus is on the bending moments involved in the members as the load effect. The most critical condition occurs on the windward frame in a diagonal wind. The largest bending moment was compared with that predicted from the wind pressure coefficients specified in the Japanese building standards. Finally, more reasonable wind pressure coefficients for designing these structures are proposed based on the LRC method.

寄稿の翻訳タイトルDiscussion of design wind pressure coefficients for the main wind force resisting systems of gable-roofed low-rise steel buildings based on load effects
本文言語Japanese
ページ(範囲)561-566
ページ数6
ジャーナルAIJ Journal of Technology and Design
26
63
DOI
出版ステータスPublished - 2020 6

Keywords

  • Gable roof
  • Load effect
  • Low-rise steel building
  • Wind pressure coefficient for the main wind force resisting system
  • Wind tunnel test

ASJC Scopus subject areas

  • 建築
  • 建築および建設

フィンガープリント

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