柱公式

According to two hypotheses: one for the relation between the dynamic complex stiffness and the material dynamic characteristics, another for the relation between the static displacement and the force acting on the element, the predicting formula for rectangular cross section are obtained respectively using the static stiffness formulation from the beam——column theory and the G〓bel method.

利用粘弹性材料的标准导数和分数导数模型的本构关系，建立了动态储能和损耗模量函数的关系式，由材料特性实验确定其中的参数，按元件的动态复刚度和材料动态特性之间与元件静态位移与作用力之间的关系假定，依柱梁理论或G〓bel的方法建立的静刚度表达式，建立了矩形截面环元件的刚度和阻尼的预测公式。

Based on the idea of dynamic programming, the recursion formula of the least number of movements necessary for this problem is presented.

采用动态规划的想法，给出了多柱汉诺塔问题最少移动步数的递推公式和具体表达式，并使用3层数学归纳和纯组合的方法对其进行了证明。

A new formula of calculating the ultimate punching shear force of the member is put forward, which can be validated by the test results.

笔者提出了配置预应力筋的板柱节点构件抗冲切强度公式，计算结果与试验结果符合良好。

In this foundation, the bounds slenderness ratio of this composite column was deduced through the stability theory of structure.

在大量数值分析的基础上，提出了便于工程应用的钢骨－钢管高强混凝土组合轴压长柱极限承载力简化计算公式。

The formulas for calculating natural frequency and vibration transmission ratio are given.

给出了钻柱轴向振动的固有频率和振动传输公式。

Trilinear hysteretic model is put forward for SRSHC, and the calculation formula of the characteristic parameters in hysteretic model of SRSHC is put up. This model also can be usedfor steel reinforced high strength concrete columns. It is the basis of the time analysis of elasto-plastic dynamic.

通过对试验试件的滞回曲线分析，提出了刚度退化的三线型钢骨超高强混凝土柱恢复力模型，通过试验现象和数据，求出了其特征参数的计算公式，从而为工程上进行弹塑性时程分析提供理论基础。

Theoretical Analysed the roof without voussoir beam structure in shallow seam mining under thick unconsolidated layers, thus, cannt use voussoir beam theory to compute the force of supports.

通过研究破断岩柱中关键岩块的平衡条件，建立了关键岩块结构力学模型，得到了厚粘土层覆盖浅埋煤层综采面支架合理支护阻力的理论计算公式。

The remainder of the formula involves herbs that promote the function of the spleen to distribute moisture and overcome its damp congestion (ie, ginseng, atractylodes, hoelen, alisma, polyporus, shen-chu); they restore its original qi.

公式的其余部分涉及草药，促进脾功能分发水分和克服其潮湿的挤塞情况（如，人参，白术，hoelen，泽泻，猪苓，沉柱）；他们恢复其原来的气。

Based on the tests, the calculation formula of flexural bearing capacity of the columns is given.

在试验的基础上，给出了角钢混凝土柱正截面承载力计算公式。

According to the characteristics of the cold insulation box of Fractionating tower, it is considered that the effect of inner-filling on the construction is related with the variable density, then the relative formulation in the condition of n...

根据分馏塔保冷箱的特点，认为内填料对结构的作用与变密度有关，推导了无水平位移下的相关公式；对此结构在有水平位移下内填料的发育进行仿真分析，并将内填料的作用与结构的楼层柱的旋转角建立联系；最后根据得到的结论对分馏塔保冷箱在风与内填料作用下进行了非线性分析，得到结构的极限承载力。

Do you know, i need you to come back

你知道吗，我需要你回来

Yang yinshu、Wang xiangsheng、Li decang,The first discovery of haemaphysalis conicinna.

1〕 杨银书，王祥生，李德昌。安徽省首次发现嗜群血蜱。