Experimental Study of Wind Loads on Domed Free Roofs

Y. Uematsu, R. Yamamura

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

Design wind loads on domed free roofs have been investigated in a wind tunnel. Wind pressure distributions both on the top and bottom surfaces of the roof models were measured. The rise-to-span ratio, f/D, was varied from 0.1 to 0.4. First, the effect of the Reynolds number on the pressure distribution is examined. Then, the effects of f/D on the wind pressures and forces are made clear. The wind force coefficients for designing the main wind force resisting systems are proposed, in which focus is on the axial forces induced in the columns supporting the roof as the most important load effect, assuming that the roof is rigid and supported by four columns. Finally, the peak wind force coefficients for the design of cladding/components are proposed based on the maximum and minimum peak wind force coefficients irrespective of wind direction.

Original languageEnglish
Title of host publicationLecture Notes in Civil Engineering
PublisherSpringer
Pages716-729
Number of pages14
DOIs
Publication statusPublished - 2019 Jan 1

Publication series

NameLecture Notes in Civil Engineering
Volume27
ISSN (Print)2366-2557
ISSN (Electronic)2366-2565

Keywords

  • Codification
  • Design wind load
  • Domed free roof
  • Wind tunnel experiment

ASJC Scopus subject areas

  • Civil and Structural Engineering

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