郭耀杰  方山峰
    （武汉水利电力大学建筑工程学院 430072）

[提要]  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。用试验资料验证了设计相关公式的工程适用性。
[关键词]  悬臂压弯构件 稳定性 相关公式 试验验证

The analytical solution for the stability of cantilevered beam-columns is presented, and the design interaction formula for it is established.The calculating results of the specimen show a good agreement between the experimental results and the predictions by the proposed design formula.
Keywords: cantilevered  beam- column; stability; interaction  formula