1) termwise integrable series
逐顶可积级数
2) term by term integrability
逐项可积
3) adjustable in steps
可逐级调整的
4) step-by-step numerical integration method
逐步数值积分法
1.
The finite element static condition of the soil body is analyzed based on Duncan-Chang non-linear model,the dynamic equilibrium differential equation is solved with Wilson-θ step-by-step numerical integration method,and the resistant liquidation degree is used to judge if the soil body is liquidated.
基于邓肯—张非线性模型对土体进行有限元静力计算分析,采用Wilson-θ逐步数值积分法求解动力平衡微分方程,并采用抗液化安全度判别土体的液化程度。
5) numerical step by step in-tegration
数值逐步积分法
6) successive stability constants
逐级稳定常数
1.
The successive stability constants for the Cd( II ) - HSA and Cd ( II ) - BSA systems are determined for the first time by non - linear least - square method fitting Bjerrum formula, the order of magnitude of the K1 ~ K3 in both systems is found to be 104.
通过非线性最小二乘法拟合Bjerrum方程,首次报道了Cd(Ⅱ)-HSA和Cd(Ⅱ)-BSA体系的逐级稳定常数值,其K_1～K_3的数量级均为10~4;Hill系数和自由能偶合定量分析表明Cd(Ⅱ)与HSA或BSA的结合均产生在类似体系中少见的强的正协同效应,且Cd(Ⅱ)与HSA结合产生的正协同效应大于BSA;Scatchard图分析表明,Cd(Ⅱ)在HSA和BSA中均有3个强结合部位。
2.
The successive stability constants which are reported first time are obtained by the methods of non_linear least_squares fitting Bjerrum formula.
用平衡透析法研究了生理条件(pH7-43) 下Pd( Ⅱ) 与人血清白蛋白(HSA) 或牛血清白蛋白(BSA) 的结合平衡- Scatchard 图分析表明,Pd( Ⅱ) 在HSA和BSA 中均有1 个强结合部位,它可能位于HSA和BSA分子的N_端三肽段上- 为全面反映Pd( Ⅱ) 与HSA 或BSA 的结合情况,用非线性最小二乘法拟合Bjerrum 方程,首次报道了Pd( Ⅱ)_HSA和Pd( Ⅱ)_BSA体系的逐级稳定常数值,其K1的数量级为105 ;Hill 系数分析表明Pd( Ⅱ) 与HSA或BSA的结合均产生了较弱的正协同效
补充资料：积积
1.长久累积。
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