Wind loads on free-standing canopy roofs Part 1 Peak wind force coefficients for the design of cladding

Yasushi Uematsu, Eri Iizumi, Theodore Stathopoulos

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

Wind loads on free-standing canopy roofs have been studied in a wind tunnel. Three types of roof geometries, i.e. gable, troughed and mono-sloped roofs, with roof pitches between 0° and 15°, were tested. Wind pressures were measured simultaneously at many points both on the top and bottom surfaces of the roof model for various wind directions. The paper describes the characteristics of the local wind pressures with special attention to the mechanism and estimation of the peak net pressure coefficients. Based on the results for the most critical positive and negative peak pressure coefficients irrespective of wind direction, the peak wind force coefficients for the design of cladding and its immediately supporting structures are proposed. The proposed values are compared with the previous wind-tunnel results as well as with the specifications of Codes and Standards. The effect of obstruction under the roof on the wind force coefficients is also investigated.

Original languageEnglish
Pages (from-to)91-102
Number of pages12
JournalJournal of Wind Engineering
Volume30
Issue number4
DOIs
Publication statusPublished - 2005 Oct 1

Keywords

  • Cladding
  • Codification
  • Free-standing canopy roof
  • Local wind pressure
  • Wind tunnel experiment

ASJC Scopus subject areas

  • Renewable Energy, Sustainability and the Environment

Fingerprint Dive into the research topics of 'Wind loads on free-standing canopy roofs Part 1 Peak wind force coefficients for the design of cladding'. Together they form a unique fingerprint.

  • Cite this