1) kinetic Monte-Carlo simulation
Kinetic Monte Carlo模拟
2) Monte-Carlo simulation
Monte-Carlo模拟
1.
Re-assessment of the probabilities of invasion of the fire blight disease via imported apple fruits using Monte-Carlo simulation;
利用Monte-Carlo模拟再评估梨火疫病病菌随水果果实的入侵风险
2.
The Method of Monte-Carlo Simulation Test and Its Advantage;
Monte-Carlo模拟检验法优点分析
3.
Progressive failure analysis of fiber-reinforced composites under fatigue loading using Monte-Carlo simulation
纤维增强复合材料疲劳渐进破坏过程的Monte-Carlo模拟
3) Monte Carlo method
Monte Carlo模拟
1.
Energetics and structures of high-temperature copper cluster studied by Monte Carlo method;
铜团簇(n=55)结构及能量随温度演变的Monte Carlo模拟研究
4) Monte Carlo simulation
Monte Carlo模拟
1.
Monte Carlo simulation of asymmetrical di-block copolymer adsorption and recognition at pattern surface;
非对称两嵌段高分子在选择性壁面识别吸附的Monte Carlo模拟
2.
Monte Carlo simulation of grain growth in calcination process;
焙烧过程晶粒生长的Monte Carlo模拟
3.
Monte Carlo Simulation of Ion Diffusion Process in Electrolyte System;
电化学体系中离子扩散过程的Monte Carlo模拟
5) Monte Carlo
Monte Carlo模拟
1.
Modeling sequence distribution of by Monte Carlo simulation;
壳聚糖分子链序列分布的Monte Carlo模拟
2.
Simulation of the growth of PbTiO_3 thin film by Monte Carlo method Ⅱ:results and discussion;
PbTiO_3薄膜生长的Monte Carlo模拟Ⅱ:模拟结果与讨论
3.
Based on the large sample properties proved by authors,Monte Carlo Simulation method is employed to compare L-N estimator and maximum marginal likelihood estimator for small and moderate sample sizes in an extended Poisson-Gamma model family.
针对这类模型,本文进一步给出了其边际似然函数的解析表达式,并且通过Monte Carlo模拟,对模型中固定效应β的边际似然估计和L-N估计进行了比较,模拟表明L-N估计比边际似然估计在拟Poisson-Gamma模型中有着更加优良的表现,具有更高的精度。
6) Monte Carlo simulation
Monte-Carlo模拟
1.
In terms of probability distribution at given seismic intensity,regarding the design parameters as the basic variables,the aseismic reliabilities of compression and shear for reinforced concrete columns in different eccentricity and in different load effective ratios have been analyzed by using the method combined Monte carlo simulation.
根据我国现行规范抗震设计的基本原则,基于现行规范DL/T 5057-1996的规定,建立了钢筋混凝土柱在地震作用下的承载力极限状态方程,根据给定烈度下地震作用的概率分布类型,以各种设计参数作为基本变量,采用Monte-Carlo模拟法,对不同偏心距和不同荷载效应比值下,钢筋混凝土柱受压和受剪承载力的抗震可靠度进行了计算分析,结果可供现行规范修订时参考。
补充资料：[styrene-(2-vinylpyridine)copolymer]
分子式：
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CAS号：
性质：学名苯乙烯-2-乙烯吡啶共聚物。微黄色粉末或透明小颗粒晶体。无臭，无味。不溶于水，溶于酸、乙醇、丙酮、氯仿。有抗水、防潮性能，适用于多种药片的包衣等。
分子量：
CAS号：
性质：学名苯乙烯-2-乙烯吡啶共聚物。微黄色粉末或透明小颗粒晶体。无臭，无味。不溶于水，溶于酸、乙醇、丙酮、氯仿。有抗水、防潮性能，适用于多种药片的包衣等。
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