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1)  Checking Section
验算截面
2)  tested sections
试验截面
1.
The paper has an equivalent for the tested sections according the principles of the equal moment of inertia and the constant width of sections,in order to be implied in practice.
对试验截面按照惯性矩相等、截面宽度不变的原则进行了等效,以便更好的应用于实践,用直接强度法对等效加劲截面构件承载力进行了计算,通过与试验构件比较,得到等效结果比较理想的结论。
3)  reduced section
折算截面
1.
Based on `reduced section',the thesis develops a method to rectify the strength and rigidness of the main bearing components in which an example is illustrated.
提出了以“折算截面”为基础 ,对玻璃钢复合材料梯子间主要受力构件进行强度和刚度校核的力学计算方法 ,通过实例进行了介绍分
4)  transformed section
换算截面
1.
Equations and relative analytical procedure were developed to predict short and long-term deflection of cracked concrete beams strengthened with FRP laminates based on transformed section method.
按换算截面法推导了FRP片材加固混凝土梁的短期与长期挠曲变形计算公式,在此基础上编制了相应的分析计算程序,该分析方法能较准确预测开裂混凝土梁的长期挠曲变形。
5)  principal design sections
制算截面
6)  calculation section
计算截面
1.
So in the analysis model of frame structures,the rigid region should be set on all rigid ends of the beam,as a result the more reasonable calculation span of frame beam can be used for structure analysis to make the control section consistent with the calculation section of the beam.
混凝土框架梁端的实际控制截面位于梁、柱界面处,而不是与梁端相连的柱的轴线处,所以结构模型中所有框架梁的刚接端均应设刚域,使框架梁的计算跨度更合理,使梁端的控制截面与计算截面相一致,使设计能根据梁柱界面处的组合弯矩确定梁端截面配筋。
补充资料:验算
1.检查运算的结果有无差错。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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