1) structural reinforcement limit
构造配筋界限
2) steel rati os
配筋界限
3) constructional reinforcement
构造配筋
1.
Several theoretical concept of tunnel permeation volume strength are discussed,such as the the surrounding rock bearing strength,the constructional reinforcement of the tunnel liner,and the increase of the gap between the liner and the tunnel with internal water pressure.
分析天荒坪抽水蓄能电站上游高压隧洞观测仪器在充排水试验过程中所记录的实测资料,讨论高压隧洞围岩承载、衬砌构造配筋、衬砌与围岩之间缝隙随内水压力增加而增加等隧洞渗透体积力理论概念,期望通过实测资料来进一步理解和说明高压隧洞渗透体积力理论,以便更好地指导设计。
5) 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。
6) 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。
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