通过对钢混悬臂构件事故发生原因的分析，结合工程实例，提出了加固维修的具体措施。
Based on the practice analysis is made on the formations that cause the accident for part-steeled cantalever component, and given the reinforced methods.
试验结果表明，该结构近似于一个悬臂梁弯曲受力构件。
The result of this test shows that this structure is similar to a vertical bending cantilever beam component.
给出了悬臂压弯构件整体稳定性计算的解析解，并建立了其设计计算的相关公式。
The analytical solution for the stability of cantilevered beam-columns is presented, and the design interaction formula for it is established.
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