对利用外粘钢板加固的钢管柱承载力进行试验研究，测定了不同加固方法对其承载力的影响。
The influence on the bearing capacity of steel pipe column reinforced by different method with sticking steel plate is investigated by test.
通过分析试验结果和有限元模拟，得出以下结论：①普通嵌贴钢板的极限抗剪承载力较高，破坏形态为混凝土拉剪破坏，属于脆性破坏。
The parameters of impact elements are analyzed to find out their influential regulation of the shear properties of the concrete components which have near-surface mounted the steel plate.
通过分析试验结果和有限元模拟，得出以下结论：①普通嵌贴钢板的极限抗剪承载力较高，破坏形态为混凝土拉剪破坏，属于脆性破坏。
The parameters of impact elements are analyzed to find out their influential regulation of the shear properties of the concrete components which have near-surface mounted the steel plate.
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