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calculating element相关的网络例句

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

To declare what we can do with a set, we start a header file Set.h:#ifndef SET_H #define SET_H extern const void * Set; void * add (void * set, const void * element); void * find (const void * set, const void * element); void * drop (void * set, const void * element); int contains (const void * set, const void * element);#endif The preprocessor statements protect the declarations: no matter how many times we include Set.h, the C compiler only sees the declarations once.

宣布我们能做些什么用一套,我们开始一个头文件Set.h :# ifndef SET_H #定义SET_H 外部构造无效*设置;无效*地址(无效*一套,无效*常量元素);无效*找到(常量无效*一套,无效*常量元素);无效*下降(无效*一套,无效*常量元素);国际载(常量无效*一套,无效*常量元素);# endif 预报表保护声明:无论多少次我们包括Set.h , C编译器将只看到申报一次。

It is different from the finite element method which uses the calculus of variation to construct the element-based approximate equilibrium equation. It does consider the equilibriums of forces on the inter-element boundary, which are neglected in the finite element method through the weak formulation.

这种方法跟有限元素法不同,因为有限元素法是采用变分法建立各个元素的近似平衡方程式,这种方法也考虑元素与元素相连接的边界上的力平衡条件,而在有限元素法的推导过程中我们忽略了这种条件。

Willson 11/8 non-conforming element is employed to overcome the excessive firmness of the retaining structure. And the pipe is simulated by plate and shell element or beam element. Interface element is adopted to simulate the interaction of soil-retaining structure.

土体采用八节点等参单元,围护结构采用Wilson11/8非协调单元,地下管线采用板壳单元和梁单元,用无厚度摩擦单元模拟围护结构与土体的摩擦边界;土体按土质进行分层处理,且考虑分步开挖。

During the calculation of the finite element method, the beam element is extended and three types of truss element is induct into the beam element.lt makes the framework and the consecutive beam uniform.lt avoids the waste of the EMS memory space that the general rigid array is kept by the method of the constringent one-degree storage.

在有限元计算中对梁元进行了扩充,将三类桁架单元引入到梁元中。实现了框架和排架以及连续梁单元刚度矩阵的统一。同时对总刚阵存储中利用了一维压缩存储的方法,减少了许多空间。

An anchoring assembly insertable through an opening defined in a first structural element to be joined to a second structural element, said anchoring assembly being positionable into contact with the first structural element by exertion of a pulling force through an opening in at least one of the first and second structural element and comprising

一插入定义在第一结构元件28的开孔的锚装置16,和第二结构元件相连接,所述锚装置16通过至少在第一或第二结构元件的开孔拉力而产生的应力,安置到和第一结构元件接触,包括

For some rock slopes, which have not distinct failure surface, but have complicated structure or load on the top and so on, a stability analysis of this type slopes by finite element method is presented, the failure surface is defined by certain rule or strain zone from the computed model, and then the safety factor of the rock slope is abtained by finite element method and limit equilibrium methodAt last, using ANSYS , a famous commercial finite element analysis software, a example of high-steep slope which is bearing the load of the LongGe Mansion is presented, the stability of this slope is studied, as a paradign the the stability evalution of complicated high-steep slope under the action of load of building , the chapter gives some meritable reference in stability assessment of rock slopes using numerical simulation by three-dimension elastic-plastic finite element.

并用有限单元法建立边坡的具体模型,应用折减边坡岩体参数、逐级施加荷载等与边坡工作环境相似的方法进行模拟计算,根据计算结果,采用一定的判别准则或图形可视化方法,确定出边坡的滑裂面,再采用刚体极限平衡法或有限单元法计算其安全系数;最后,通过某一工程实例,用大型有限元程序对边坡在建筑物荷载作用下的稳定性进行分析研究,并以此作为计算分析复杂高边坡在高层建筑物作用下的稳定性评价的一个范例,在采用有限元弹塑性数值模拟岩质边坡稳定性方面提供一些有价值的参考。

A quick-release arrangement for a hand-held device (30) comprising a belt clip (10) and an engagement element (20), wherein the belt clip is adapted to fit on a user's belt or waistband, the engagement element is attachable to a hand-held device, and the belt clip has a retaining portion (17,18) shaped to slidably accept the engagement element to a limit point and to form an interference fit with the engagement element at said limit point.

一种用于一手持装置(30)的快速释放装置,包括一皮带夹(10)和一接合元件(20),其中,该皮带夹适于装配在用户的皮带或腰带上,该接合元件可安装到一手持装置上,并且该皮带夹具有一保持部分(17,18),所述保持部分成形为可滑动地接纳该接合元件至一限制点,并在所述限制点处与该接合元件形成干涉配合。

The model adopts Drucker-prager ideal elastic-plastic stress-strain model, using contact pair element simulate the interface between the wall and soil, soil body use eight-nodes is parametric quadrilateral element, pile use beam element, and anchor rod use space link element.

模型采用Drucker-Prager理想弹塑性本构模型以及用接触面单元模拟了土与结构的相互作用,土体采用了八节点等参数平面四边形单元,桩采用了梁单元,锚杆采用了杆单元。

With a 586 computer and ALGOR FEAS software of finite element method, the static stresses of the equalizing bar are obtained by finite element analysis for three finite element models of beam, plate and brick element.

在微机586和ALGOR FEAS有限元软件环境下,对推土机平衡梁以梁、板、块单元为主分别建立了三种有限元模型和进行了有限元应力分析。

The finite element model included two types of main element: beam element for concrete and truss element for internal unbonded or external tendon. The end nodes of main elements were connected with internal constraints named MPC in ABAQUS. Spring elements with very large stiffness were set up at the place of the deviators of externally prestressed beams, or along the span with relatively little space of unbonded internally prestressed beams. The modified Riks method is utilized to trace the entire structural response of beams prestressed with unbonded tendon from zero to ultimate loads. The reliability of the analysis model is verified by analytical results of typical test beams in comparison with experimental ones.

该有限元模型由两类主单元组成,即混凝土梁单元和体内无粘结或体外预应力筋桁架单元;主单元的端部节点用ABAQUS的内在约束MPC连接;在体外预应力梁的转向块处,或沿体内无粘结预应力梁全跨并以比较小的间隔设置刚度足够大的弹簧单元。

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Salt is good, but if the salt becomes flat and tasteless, with what do you season it?

14:33 盐本是好的,盐若失了味,可用什么叫它再咸呢?

He reiterated that the PLA is an army of the people under the leadership of the Communist Party of China.

他重申,人民解放军是在中国共产党领导下的人民军队。

After five years at the Laue-Langevin Institute in Grenoble, France, Jolie turned his focus to experimental work when, in 1992, he accepted a position at the University of Fribourg in Switzerland.

他在法国格赫诺柏的劳厄–蓝吉分研究所工作了五年之后,1992年转往瑞士夫里堡大学从事实验研究。