本文用塑性理论计算矩形截面钢筋混凝土简支梁的极限剪切强度。
Plastic theory is used in this paper to calculate the ultimate shear strength of rectangular RC beams simply supported.
将损伤力学理论与有限元法相结合，研究钢筋混凝土简支梁静载作用下的损伤破坏过程。
Failure process for the reinforced concrete free beam under static loading is formulated based on the elastic damage theory with the finite element method.
应用该方法对一钢筋混凝土简支梁的损伤问题进行了研究，识别结果较好地反映了结构的损伤分布。
The damage of a simply supported RC beam was investigated; the identification results reflected the structure damage distribution well.
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