1) eccentrically loaded aluminum column
偏心受压铝合金构件
2) aluminium column
铝合金轴心受压构件
1.
Theoretical study on the reduced coefficient of asymmetrical cross-section for aluminium columns
铝合金轴心受压构件截面不对称性系数研究
3) eccentric compression member
偏心受压构件
1.
This paper presents calculation methods for reinforced concrete eccentric compression member with ring section, its contents are determination of longitudinal steel for new design member and calculation of carrying capacity for already reinforced members.
本文为钢筋混凝土环形截面偏心受压构件的计算,内容有纵向钢筋的确定、已配筋截面承载力的计算。
4) eccentrically compressed member
偏心受压构件
1.
In this paper, the defining methods of the bearing capacity (R) of a reinfoed concrete eccentrically compressed member are analysed and compared diagrammatically.
本文用图解方式对钢筋混凝土偏心受压构件承载力Ｒ的确定方法作了分析、比较。
5) compression members with large eccentricity
大偏心受压构件
1.
On the normal section design of doubly reinforced flexural members,tension members with large eccentricity and compression members with large eccentricity,the balanced section is designed in general,of which the equifinal depth of compression zone equals to the balanced depth of compression zone.
钢筋混凝土基本构件设计中,有两个问题值得商榷:(1)双筋受弯构件、大偏心受拉构件以及大偏心受压构件的正截面设计问题中的常见做法是在基于截面等效受压区高度等于界限高度时截面纵筋总配筋量最少的认识下将截面设计成界限截面,但根据推导,界限截面并不是纵筋总配筋量最少的条件,而且设计成界限截面还会丧失截面的延性,降低构件的可靠度。
补充资料：氟碳涂层铝合金装饰板制成的铝合金幕墙建筑物
氟碳涂层铝合金装饰板制成的铝合金幕墙建筑物
J氟碳涂层铝合金装饰板制成的铝合金幕墙建筑物
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