Characteristics of Negative Peak Wind Pressure actingon Tall Buildings with Step on Wall Surface

Authors

  • Akihito Yoshida Department of Architecture Tokyo Polytechnic University, Kanagawa, Japan Author
  • Yuka Masuyama Wind Tunnel & CFD Department Wind Engineering Institute, CO. LTD., Yamanashi, Japan Author
  • Akira Katsumura Wind Tunnel & CFD Department Wind Engineering Institute, CO. LTD., Yamanashi, Japan Author

Keywords:

External peak wind pressure, Wind tunnel experiment, Tall building with step

Abstract

Corner cut, corner chamfered or a building shape change are adopted in the design of tall buildings to achieve aerodynamic superiority as well as response reduction. Kikuchi et.al pointed out that large negative peak external pressures can appear near the inside corner of set-back low rise buildings. It is therefore necessary to pay attention to facade design around steps inbuilding surfaces. Peak wind pressures for corner cut or corner chamfered configurations are given in the AIJ code. However, they cannot be applied where there are many variations of vertical and horizontal steps. There has been no previous systematic research on peak wind pressures around steps in building surfaces. In this study, detailed phenomenon of peak wind pressures around steps in buildings are investigated focusing on vertical and horizontal distances from the building's corner.

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Published

2019-12-31

Issue

Section

Articles