最后，用有限元方法对隅撑—支撑框架的耗能性能进行了分析。
At last, energy-dissipation of the KBF has been analyzed with the finite element method.
本文针对隅撑的安装位置并且运用有限元方法对其进行弹塑性加载分析，总结出一些结论和设计建议。
Aimed at this problem, a design method of the gas spring installation site based on the motion simulation is presented.
本工程屋面檩条采用高冷弯薄壁型钢材质Q345，隅撑，屋面水平支撑，檩条拉条材质均为Q235。
Roof purline is adopted with cold-bending and thin-wall steel (Q345), knee bracing, roof horizontal bracing and purline drawn rod Q235.
本工程屋面檩条采用高冷弯薄壁型钢材质Q345，隅撑，屋面水平支撑，檩条拉条材质均为Q235。
Roof purline is adopted with cold-bending and thin-wall steel (Q345), knee bracing, roof horizontal bracing and purline drawn rod Q235.
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