CAJ | 학술논문

对结构高度为492 m的上海环球金融中心大楼顶部所测得的两个时间段的良态风速样本进行了分析,结果表明,湍流度随平均风速增大而减小;阵风系数随平均风速的增大开始有减小趋势,之后基本保持不变,随湍流度增大而增大;脉动风湍流积分尺度比日本建筑荷载的建议值小;两个时间段实测得到的阵风系数与湍流度之间的线性拟合结果较为接近;纵向、横向脉动风功率谱和Von-Karman谱比较,在低频段略有偏差,而在高频段符合较好.
대결구고도위492 m적상해배구금융중심대루정부소측득적량개시간단적량태풍속양본진행료분석,결과표명,단류도수평균풍속증대이감소;진풍계수수평균풍속적증대개시유감소추세,지후기본보지불변,수단류도증대이증대;맥동풍단류적분척도비일본건축하재적건의치소;량개시간단실측득도적진풍계수여단류도지간적선성의합결과교위접근;종향、횡향맥동풍공솔보화Von-Karman보비교,재저빈단략유편차,이재고빈단부합교호.
The well-behaved wind speed samples of two different time segments on the top of Shanghai World Financial Center(SWFC) with a height of 492m were analyzed. The results show that turbulence intensity decreases with the increase of mean speed,gust factor first increases and then keeps unchanged with the increase of mean speed while it consistently goes up with the increase of turbulence intensity. The turbulence integral scale is smaller than that of the AIJ recommendation. The linear fitting curves between gust factor and turbulence intensity are very close to each other. According to the comparison of longitudinal and lateral fluctuating wind power spectrum with Von-Karman spectrum,there is a slight deviation in low frequency band but a good fit in high frequency band.