针对非杆系结构配筋设计难度较大的问题,采用确定复杂结构任意截面配筋区域的算法,并以ANSYS为二次开发平台编制了非杆系结构配筋计算程序,提出了非杆系结构钢筋布置优化方法。算例结果表明,该法简便易行、合理、实用,效率高。 In order to solve the problem that the design of reinforcement of non-bar structure is more difficult, an algorithm to determine the reinforcement area of ​​arbitrary cross section with complex structure is adopted and the calculation program of non-bar system reinforcement is developed based on the secondary development platform of ANSYS. Structural steel reinforcement layout optimization method. The results show that the method is simple, reasonable, practical and efficient.