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

Translated title of the contribution: Discussion of design wind pressure coefficients for the main wind force resisting systems of gable-roofed low-rise steel buildings based on load effects

Seiya Gunji, Yasushi Uematsu, Kosuke Sato

Research output: Contribution to journalArticlepeer-review

Abstract

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.

Translated title of the contributionDiscussion of design wind pressure coefficients for the main wind force resisting systems of gable-roofed low-rise steel buildings based on load effects
Original languageJapanese
Pages (from-to)561-566
Number of pages6
JournalAIJ Journal of Technology and Design
Volume26
Issue number63
DOIs
Publication statusPublished - 2020 Jun

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

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