摘要
Based on experiments, a computer program is developed. The calculated results agree well with the experimental results. The flexural behavior of T shaped high strength concrete members subjected to axial compression and biaxial bending is studied. The main factors affecting the flexural behavior of T shaped high strength concrete members are loading angle, axial compression ratio and reinforcement ratio.
在试验的基础上，编制了计算机程序，计算结果与试验结果吻合良好．在此基础上，研究了高强混凝土Ｔ形截面双向压弯构件的受弯性能，其中加荷角度、轴压比和纵筋配筋率是影响高强混凝土Ｔ形截面构件受弯性能的主要因素．
