In the premise of rationally selecting parameters,the paper establishes models by applying finite element software marc,carries out simulation for the anti-shearing bearing capacity test of existing high-strength steel-reinforced concrete column[1],and finally points out that:the finite element computation data can be used as experimental data supplement under the conditions of limited experimental conditions or insufficient experimental components quantity.%在合理选取参数的前提下，使用有限元软件 marc 建立了模型，对已有的钢骨高强混凝土柱抗剪承载力试验[1]进行了模拟，得出的结果与试验结果较为一致，指出在试验条件受限或者试验构件数量不足时，可以使用有限元计算数据作为试验数据的补充。
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