英德
有道
百度
谷歌
图片
维基
百科
悬臂构件
cantilever member
- 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. - 应用高性能混凝土收缩徐变模式对悬臂构件的长期性能进行了理论分析，试验结果与理论分析值吻合较好。
By using finite element software Midas, long-term performance of the cantilever girder is analyzed. The analytic results agree well with the test data. - 本文采用连续化假定，将剪力墙作为竖向悬臂受弯构件，框架作为竖向悬臂剪切梁，由剪力墙与框架水平位移的协调条件建立体系的运动方程。
The continuity assumption are made in the paper, i. e. , assuming the shear walls as cantilever bending members and the frames as vertical cantilever shear beams.
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