The simplified formulae for curvature and moment in slab are derived and validated by comparing with the finite element solutions.
通过与有限元结果对比,验证了简化公式的准确性。
Some dominant parameters are analyzed on the influence of effective width of concrete flange at plastic stage and simplified formulae for effective width at ultimate load are proposed.
针对有端横梁的单向简支组合梁板体系,采用非线性有限元方法,分析了全过程中翼缘有效宽度的变化,并对塑性极限阶段有效宽度的主要影响因素,包括宽跨比、荷载类型、剪力连接程度、钢梁和混凝土强度等进行参数分析,提出计算塑性极限阶段有效宽度的简化公式。
The paper gives correctional coefficients for single-column capping beams compared with present methods;For double-column capping beams and three-column capping beams,the paper gives regressive simplified formulae based on spatial finite element analysis.
并与现有的计算方法进行对比分析 ,对独柱式盖梁的常规计算方法提出修正系数 ;对双柱式、三柱式盖梁 ,以空间有限元分析为基础 ,通过多元回归建立盖梁控制截面内力计算简化公
The simplified formula’s Discussion of the Reinforced concrete components’ steel bar calculation about positive section’s bearing capacity;
对钢筋混凝土受弯构件正截面承载力配筋计算的简化公式的探讨
Equivalence of rigorous formula to simplified formula of helmert variance components estimation;
Helmert方差分量估计严密公式与简化公式等价性的证明
Based on the analysis of the crosstalk between single-ended signals,this paper proposed a simplified formula of crosstalk calculation between single-ended signal and differential signal.
在分析单端传输线之间的串扰的基础上,提出了用于计算单端传输线与差分传输线之间串扰的简化公式,计算结果和利用商业软件Hsp ice仿真结果吻合良好,验证了公式的有效性。
By the study of boundary condition and stress,get the conversion formula which suit for general case and compile the conversion program.
渡槽等水工建筑物的三维有限元力学分析结果为应力形式,不能直接用来进行配筋设计,研究应力内力相互转化的方法,通过对梁的边界条件、应力特点的研究,得出了适用于一般情况的转化公式,编制了转化程序,经典题目和工程实例验证了方法的可行性。
Constant consistency kernel function and its formulation;
SPH方法中常数一致性核函数的建立及公式化
The formulation concerning the correction factors of Okumura model is discussed in this paper.
论述奥库穆拉(Okumura)模型的有关修正因子的公式化,给出了计算式。
As the development of the drama of vanguard is in dilemma,the existing problems should be addressed and resolved,including the insufficient preparation in art and theories,self-copying,the lack of innovation,modelization and formulation in contents,thoughts,stage designing and acting,and the paradoxical,confusing yet pervasive ideas.
先锋戏剧的发展出现阶段性窘迫,需要我们正视其中存在的问题:艺术准备和理论准备先天不足;自我复制,创新乏力,在思想内容、编剧、舞台设计、表演各个方面走向模式化与公式化;很多似是而非的思想观念充斥其间,显示出一定的驳杂与迷乱。
Results There are the same results in both simplified formula and adjustment formula.
结果简化公式与校正公式所得结论相同。
Simplification Formula of Energy Level for Hydrogen Atom in Stark Effect;
计算氢原子Stark效应能级的简化公式
SIMPLIFIED FORMULAS FOR PIERS OF BEAM TYPE BRIDGES USING SEISMIC DESIGN RESPONSE SPECTRA
用抗震设计反应谱计算梁式桥桥墩的简化公式
If the corresponding simplified formula can be derived, we can leave out the trivial detail of adjustment, so as to simplify calculation.
若能导出相应的简化公式则可以省去校正的繁琐，进而简化计算。
Simplified Formula of Secular Equation for Hydrogen Atom in Stark Effect
氢原子斯塔克效应中久期方程的简化公式
Preliminary Study on Morgan Transmission Capacity Simplified Formula of Transmission Lines
输电线路摩尔根载流量简化公式的初步研究
Methods Applying the thought of adjustment, we can make the content of adjustment into the simplified formula.
方法运用校正的思想将校正的内容融于简化公式。
Simplified formula of secular equation for hydrogen atom zeeman effect in a high magnetic field
在均匀强磁场中氢原子塞曼效应久期方程的简化公式
Discussion on Simplified Formula for Calculating Soil Nail Wall's Horizontal Displacement from Bending Effect
从受弯作用计算土钉墙水平位移简化公式的探讨
Two Simplified Derivations of the Black-Scholes Option Pricing Formula;
Black-Scholes期权定价公式的两种简化推导
Simplify Passing Error s Formula in Physical Experiment;
冰的熔解热实验误差传递公式的简化
By allowing it to become the“ official” writing, the Chinese language would be in regression.
准许简体中文成为正式公文将会使中文退化。
A Simple Proot of Relativistic Covariant of Lorenz Force Equations;
洛仑兹力公式的相对论协变性的简化证明
The Residue Theorem for Simplifying the Fixed-income Option Pricing Equation
利用残数定理简化固定收益期权定价公式
Simplification and application of calculation formula for linear contact minimum lubricant film thickness
线接触最小油膜厚度计算公式的简化及应用
This equation is a shortcut.
这是一个简捷公式。
The Generalization and Simplized Proof of W Kohnen s Formula;
Kohnen W公式的推广与简证
The simplified calculation formula form of cracking moment is simple and the analytical results agree well with that of experiments.
经简化后的开裂弯矩计算公式形式比较简单,计算结果与试验结果基本吻合。