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1)  optimum reinforcement ratio
最优配筋率
1.
simply supported slab is introduced and practical formulas for the calculation of optimum thickness and optimum reinforcement ratio are presented.
基于优化设计理论,介绍了钢筋混凝土简支板的优化设计方法,推导了最优板厚和最优配筋率的实用计算公式,比传统设计方法节省造价。
2)  optimized reinforced bar ratio
优化配筋率
3)  minimum reinforcement ratio
最小配筋率
1.
Simplied calculation to the minimum reinforcement ratio of flexural members to be content crack;
满足裂缝要求的受弯构件最小配筋率的简化计算
2.
Based the definition of the minimum reinforcement ratio of the reinforced concrete column,the minimum reinforcement ratio of the compressive and flexural concrete members reinforced with FRP tendons was introduced.
分析了FRP筋混凝土压弯构件发生受拉破坏时混凝土的等效应力图,依据钢筋混凝土结构最小配筋率的定义,给出了FRP筋混凝土压弯构件的最小配筋率。
4)  optimal reinforcement ratio
最佳配筋率
1.
The optimal reinforcement ratio for a slab corresponds to its maximum energy absorption capacity.
采用TM-5和ASCE推荐的单自由度体系简化RC简支单向板,选用双折线模型计算RC板的R-y曲线,分析不同配筋率的R-y曲线下方面积,面积最大时的配筋率即为该设计的最佳配筋率,改变板的几何尺寸,按上述方法分别得出不同设计方案的最佳配筋率。
2.
After comparing the areas under the R-y curves of RC slabs with different reinforcement ratios,the reinforcement ratio responding to the biggest area can be defined as the optimal reinforcement ratio.
对爆炸载荷作用下RC板的R-y曲线采用双折线模型,计算不同配筋率的R-y曲线下方面积,面积最大时的配筋率即可定义为相应设计的最佳配筋率。
3.
Comparing the areas under the resistance-deflection curves of RC slabs with various reinforcement ratios,the reinforcement ratio corresponding to the biggest area can be defined as an optimal reinforcement ratio.
分析不同配筋率的R-y曲线下方面积,面积最大时的配筋率即可定义为相应设计的最佳配筋率。
5)  the maximum reinforcement ratio
最大配筋率
6)  minimum ratio of reinforcement
最小配筋率
1.
In accordance with The Code for Designing Concrete Structures and based on the formula for calculating maximum crack width, some formulas for computing minimum ratio of reinforcement to effective tensile region which satisfy the requirement of crack width are derived.
依据现行《混凝土结构设计规范》最大裂缝计算公式及其验算条件,推导出相关公式,编程计算出满足裂缝宽度要求的有效受拉区最小配筋率,并汇编成表格供直接计算满足裂缝宽度要求的配筋时查用。
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