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1)  Pressuremeter theories
旁压理论
2)  theoritic resistance to voltage
理论耐压
1.
By analyzing the ozone cell electrical characteristic,theoritic resistance to voltage,and the ingredients which affect the character of ozone cell,it can be concluded from the result of the experiment and academic analysis that one tubular ozone cell of glass dielectrics will produce ozone more than 100 g / h in expect if only we choose optimized configuration parameter and work condition.
通过对臭氧发生管的电特性以及其理论耐压的分析,讨论了影响臭氧发生管特性的因素。
3)  pressing theory
压制理论
4)  roll theory
轧压理论
1.
The article bases on the result of elastic-optic experiment and uses the energy method, roll theory and thick tube theory to calculate the contact pressure in ringent and close section.
根据全息光弹实验结果得出的轧辊接触压力的分布规律,进而利用能量方法、轧压理论及厚壁筒理论对开口孔型、闭口孔型的轧辊接触压力进行计算。
5)  press theory
压榨理论
6)  collapse theory
压溃理论
1.
Based on the collapse theory and a 3D numerical simulation model,the ultimate bearing capacity of reinforced concrete arch ribs was calculated to accurately determine the ultimate bearing capacity of a long-span reinforced concrete arch bridge.
采用压溃理论和三维仿真模型,分析了钢筋混凝土拱肋在几何非线性、材料非线性、几何缺陷以及混凝土压碎、开裂、骨料嵌锁等因素耦合作用下的极限承载力,以使它的确定更符合实际。
2.
The formation of a plastic hinge at its cross section is considered as the limit state of strength of the member; and the stable load bearing capacity of the member is determined by means of the collapse theory.
提出了钢管混凝土偏压柱考虑等效紧箍力的作用,把钢材和核心混凝土均简化成理想弹性塑性体,按截面形成塑性铰确定强度承载力,同时采用压溃理论确定构件的稳定承载力。
3.
On the basis of axially compressed short column experiments, this paper analyzes the M-N- relationship for concrete filled square steel tubular columns through numerical computation and simplified approach , By use of the collapse theory, a simplified analytic method for computing the ultimate strength of concrete filled square steel tubular columns under eccentric compression has been suggested .
在此基础上,提出了用压溃理论计算方钢管混凝土偏压柱极限承载力的简化解析方法,并将其应用于工程轴压柱(因其存在初始缺陷,实际上为小偏心受压)的计算。
补充资料:旁旁
1.强壮有力貌。
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