As compared with the experimental results of two prestressed concrete frames, the simulated results obtained by the program are of high precision, meaning that the proposed program is suitable for the calculation and analysis of bonded post-tensioned pres
As compared with the experimental results of two prestressed concrete frames, the simulated results obtained by the program are of high precision, meaning that the proposed program is suitable for the calculation and analysis of bonded post-tensioned pres
经与两榀预应力混凝土框架试验结果校核，程序模拟精度较好，可用于后张有粘结预应力混凝土框架结构的计算与分析。