1) steel rati os
配筋界限
2) limit reinforcement ratio
界限配筋率
1.
According to the analysis results about the boundary point of the failure mode of tension and compression,the limit reinforcement ratio of the compressive and flexural concrete members rei.
通过对拉、压破坏的界限状态的分析,给出了FRP筋混凝土压弯构件的界限配筋率,并对其影响参数进行了分析。
3) over reinforcement limitation
超配筋界限
1.
Based on the existing experimental researching information, this paper makes a further analysis on the frontage cross-sectional mechanical properties of reinforced concrete and pre-stressed concrete composite beams, suggests the method of differentiating the over reinforcement limitation and a method for calculating its frontage cross-sectional bearing capacity.
基于现有试验研究资料，进一步分析了钢筋混凝土和预应力混凝土叠合梁的正截面受力性能，提出了其正截面超配筋界限判别和正截面承载力计算方法，与普通钢筋混凝土和预应力混凝土梁相应计算形成统一理论体系。
4) structural reinforcement limit
构造配筋界限
5) critical fatigue reinforcement ratio
疲劳界限配筋率
6) limit amount of reinforcement
配筋限值
补充资料：瘦筋筋
1.见"瘦精精"。
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