Investigation of Peak Pressure Coefficient of Central Open Elliptical Dome Roof by Wind Tunnel Test

Jong Ho Lee, Dong Jin Cheon, Yong Chul Kim, Sung Won Yoon

Research output: Contribution to journalArticlepeer-review

1 Scopus citations

Abstract

This study investigated the wind pressure characteristics of an elliptical retractable dome roof with a central opening. Wind tunnel experiments were performed on elliptical dome roofs with varying wall height–to–span ratios (0.1–0.5) and opening ratio of 30%, where the opening ratio was defined as the ratio of the open area of the roof to the total area of the roof. The resulting peak pressure coefficients of the elliptical dome roof were then compared with those of the korean wind load code (KDS 41 10 15) as there are no current peak pressure coefficients for the cladding design code of elliptical dome roofs and open roofs. As a result, the experimental values exceeded the current code.

Original languageEnglish
Pages (from-to)189-197
Number of pages9
JournalJournal of the Architectural Institute of Korea
Volume37
Issue number9
DOIs
StatePublished - 2021

Keywords

  • Elliptical Retractable Dome Roof
  • Wind Load Standard
  • Wind Pressure Coefficient of Cladding
  • Wind Tunnel Test

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