형상이 복잡한 초고층건물의 진동응답 특성

Abstract

In this paper, characteristics of wind-induced vibration responses of supertall buildings with unconventional configurations were investigated through extensive aeroelastic model tests. As a result, it was found that helical and composite models were most effective in reducing the wind-induced vibration responses in both along- and across-wind directions.odels were most effective in reducing the wind-induced vibration responses in both along- and across-wind directions.