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column formula相关的网络例句

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与 column formula 相关的网络例句 [注:此内容来源于网络,仅供参考]

This study validate that it also can be used for distortional buckling beam-column under the condition of distortional buckling load calculated by the above formula.

本文用直接强度法来计算压弯构件在发生畸变屈曲时的承载能力,把计算结果同有限元模拟结果进行对比,验证在压弯构件畸变屈曲时直接强度法的适用性。

The designed device was used to determine the critical load of column by frequency method, results of which were close to calculated results through Euler formula.

利用该装置进行频率法实验,得到了接近欧拉解的临界压力测试结果。

Remove row and column' and 'put a big number' have been used for the first boundary;a continuous Regional Identification Function is used on the basis of non-variant nodal virtual flux method for the free surface boundary;Gauss formula is used to make the curved surface integral of the free surface boundary transformed as the difference between volumn integral and other curved surface integral to calculate the integral item on boundaries, which avoiding finding the position of free surface, while the continuous Regional Identification Function is applied to calculate volumn integral and surface integral;Crout and PCG method is used for solusion.

对于已知水头边界,采用"去行去列法"和"置大数法"进行处理;对于自由面穿过的单元,在固定网格节点虚流量法的基础上,引入连续的区域识别函数;对于非稳定渗流中自由面边界积分项,采用高斯公式将求自由面的面积分转化为求体积分与其他面积分之差,避免了求自由面的具体位置,同时在计算体积分和面积分时采用连续的区域识别函数;在解法上,采用直接解法和PCG法。

The Gradient—Hamilton function method is presented first. Its formula with multiplier function and relax factors quated in solving constrained shape optimization problems is derived. The method is carried out on micro computer to solve shape optimal design of column.

提出了梯度—H函数极值法,并推导出了求解约束形状优化问题时引入的乘子函数和松驰因子的具体公式,在微机上实现了这种方法,并用其解决了立柱的形状优化问题。

Because of the fact that there exists a mathematical identity between the statically indeterminate moments in the compatibility equation and the fiber stresses in the equation of eccentrically loaded columns, in analyzing singly-connected rigid frames with degree of redundancy not more than 3, it is usually possible to use the familiar formula for short columns eccentrically loaded to analyse the indeterminate moments, which is called the column analogy.

在解析小於三次靜不定的單空剛構時,由於變形諧調條件中,靜不定彎矩的關係式與直柱偏心受壓中應力的關係式形式相似,常可利用在材料力學中已熟悉的偏心受壓柱公式來幫助解析,這就叫做柱比分析法。

Concrete confined coefficient K by the numerical integral of whole section using strip method is put forward for the bearing capacity formula of eccentrically compressed SRC column.

通过条带法的全截面数值积分对混凝土约束系数K进行分析与探讨,经过试算与分析配有圆钢管的钢骨混凝土柱的应力应变特征,提出核心混凝土极限公式和偏压柱承载力公式。

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。

To verify the empirical formula and understand clearly the static behavior of the composite connections, eight specimens were designed and tested to failure, of which four specimens were semirigid beam-to-column connections and others were rigid connections with different types of stiffening details.

检验经验公式和清楚的静态性能的综合连接,8个标本进行设计和测试失败,其中4个标本进行了抗震设计和其他设备连接着不同种类的刚性节点僵硬的细节。

The backblow phenomena occurring in column type structures such as chimney,warer tower,etc,while toppling down by blasting results from two major factors一blast slot length and its shape,Themethod and calculation formula are proposed for effective preventon of the backblow phenomena through con-trolled blasting practice.

引起烟囱水塔等细高型建筑物爆破倾倒时的后座现象有两大因素,即爆破切口长度和切口形状。

Remove row and column' and 'put a big number' have been used for the first boundary;a continuous Regional Identification Function is used on the basis of non-variant nodal virtual flux method for the free surface boundary;Gauss formula is used to make the curved surface integral of the free surface boundary transformed as the difference between volumn integral and other curved surface integral to calculate the integral item on boundaries, which avoiding finding the position of free surface, while the continuous Regional Identification Function is applied to calculate volumn integral and surface integral;Crout and PCG method is used for solusion.

对于已知水头边界,采用&去行去列法&和&置大数法&进行处理;对于自由面穿过的单元,在固定网格节点虚流量法的基础上,引入连续的区域识别函数;对于非稳定渗流中自由面边界积分项,采用高斯公式将求自由面的面积分转化为求体积分与其他面积分之差,避免了求自由面的具体位置,同时在计算体积分和面积分时采用连续的区域识别函数;在解法上,采用直接解法和PCG法。

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