1) Design of the deformation cap
构件截面变形能力设计
2) Tapered members
楔形变截面构件
1.
Due to their structural economy,tapered members are more and more widely used in portal frames.
本文对门式刚架结构中常用到的楔形变截面构件进行了应力分析与弹塑性稳定的研究。
3) section deformation capacity
截面变形能力
5) lipped H-section tapered members
卷边工形变截面构件
1.
The in-plane stability bearing capacity of lipped H-section tapered members under both compression and bending is studied,and corresponding calculation formula is also given based on the existing formula of current Chinese related technical codes.
针对卷边工形变截面构件在压弯作用下的面内稳定承载性能进行研究,并在已有的卷边工形等截面压弯构件面内稳定承载力公式的基础上,参照CECS 102∶2002《门式刚架轻型房屋钢结构技术规程》中的变截面构件设计方法,给出卷边工形变截面构件压弯平面内稳定承载力的计算公式。
6) rectangular component
矩形截面构件
1.
The design of calculating instrument for the bearing capacity on cross-section of the reinforced concrete rectangular component;
砼矩形截面构件正截面承载力计算仪的设计
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条