1) curvature ductility
曲率延
1.
The deflection ductility, the curvature ductility, and the energy dissipation capacity were measured, and their changing relations were influenced by the composite reinforcing index β0 and partially prestressed ratio A respectively.
通过10根芳纶纤维筋有粘结部分预应力混凝土梁和8根碳纤维筋无粘结部分预应力混凝土梁的静载试验,研究了混合配置纤维塑料预应力筋及环氧涂层普通钢筋的部分预应力混凝土梁的延性性能,实测了位移延性系数μ△、曲率延性系数μφ,以及耗能比例系数μin;并以综合配筋指标β0和预应力度λ为变量,研究其对上述纤维塑料筋有粘结及无粘结部分预应力混凝土梁的位移延性、曲率延性和耗能能力的影响规律。
2) curvature ductility
曲率延性
1.
Effects of rebar corrosion ratio and concrete degradation ratio on the curvature ductility of beam were analyzed.
研究了受腐蚀钢筋混凝土梁的延性特性,分析了受腐蚀梁截面曲率延性系数随钢筋锈蚀率及混凝土劣化系数的演变规律,推导了钢筋与混凝土间粘结退化时受腐蚀梁截面曲率延性计算模型。
3) curvature ductility ratio
曲率延性比
1.
The curvature ductility ratio of cross-section for inequal-leg T-shaped,L-shaped and cross-shaped columns are computed by the numerical method.
采用非线性全过程数值仿真算法确定不等肢T型、L型、十字型柱截面曲率延性比。
2.
The cross-section curvature ductility ratio for R.
采用非线性全过程数值分析方法,计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性比。
3.
Based on the method of the nonlinear analysis of complete response process,the curvature ductility ratio for RC arbitrary inequiaxial T-shaped,L-shaped and "十"shaped columns subjected to 792 load conditions is calculated.
采用全过程非线性的数值分析方法,计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在792种工况下的截面曲率延性比。
4) curvature ductility factor
曲率延性系数
1.
Probability analysis for curvature ductility factor of square-confined reinforced concrete columns;
钢筋混凝土矩形柱截面曲率延性系数概率分析
5) section ductile behavior
截面曲率延性
6) section ductility ratio
截面曲率延性系数
补充资料：怀卢延让（时延让新及第）
【诗文】：
冥搜忍饥冻，嗟尔不能休。几叹不得力，到头还白头。
姓名归紫府，妻子在沧洲。又是蝉声也，如今何处游。
【注释】：
【出处】：
全唐诗：卷834-22
冥搜忍饥冻，嗟尔不能休。几叹不得力，到头还白头。
姓名归紫府，妻子在沧洲。又是蝉声也，如今何处游。
【注释】：
【出处】：
全唐诗：卷834-22
说明：补充资料仅用于学习参考，请勿用于其它任何用途。