通过ANSYS三维分析和VB配筋程序得到每一荷载组合的两个方向最大配筋，做为正方形塔吊基础配筋，并用VB优化程序进行优化，使得塔吊基础设计满足各种荷载的一般组合下地基承载力、抗弯、抗倾覆、抗冲切等多项要求。%Trough three-dimensional analysis by ANSYS andVB reinforcement procedures, this paper got the maximum reinforcement in two directionof each load combination as the square tower crane foundation reinforcement andused VB optimization procedures to make the tower crane foundation design meet the requirements of bearing capacity of foundation, resistance to bending, resistance to overturning and punching shear of various load combination.
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