1) large eccentric compression
大偏压
3) large eccentric compression
大偏心受压
1.
Calculation of bearing capacity for steel reinforced concrete=column subjected to large eccentric compression load;
钢骨混凝土大偏心受压柱承载力计算
4) 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。
5) Large-Span & Bias Tunnel
大跨偏压隧道
6) self-biased amplifier
自偏压放大器
补充资料：《大唐大慈恩寺三藏法师传》
见中国佛教传记。
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