【摘要】 由于风压高度变化系数和风压脉动系数沿塔高连续变化,因此,可利用积分求解方法得出等截面塔设备风弯矩计算公式.该公式便于计算机编程,简化了塔设备的强度设计,并且能够验证传统计算方法的结果.更多还原

【Abstract】 Because the wind pressure height coefficient and wind pressure pulsation coefficient continuously vary with the height of the tower, the author has derived a formula for finding bending moment of wind load acting upon a prismatic tower by integration method. The formula is easy to be programed on the computer so that the strength design of towers is simplified. It can be used to verify the result calculated by traditional method.更多还原