1) super element
超级元
1.
Presents the super finite element method,a semicontinuous and semi_discrete numerical method for computation of the properties of space truss,which enables a huge complex structure to be divided into a number of super elements with many members,thereby simplifying computation,and saving computing time.
结合网架结构的特点 ,介绍了一种半连续半离散的数值计算方法———超级元法 。
2.
Based on the analysis of this structure by regular finite elements, and GH Lies Truss bridge theory, the paper analyses the mechanics properties of this structure by super elements, and gives the formulas for the analysis.
针对板—桁组合结构的静力分析问题 ,根据桁梁桥弯曲扭转理论 ,将复杂的离散型结构进行准三维化处理 ,使其离散成一系列梁段单元超级元 。
3.
The super element method is a semi-continuitify method which proceeds a second big element division on the basis of the ordinary finite element one.
超级元法是在普通有限元划分的基础上进行二次大单元划分的一种半连续化方法。
2) super element
超级单元
1.
Numerical analysis of effective properties of non-homogeneous eleastic solids with super element;
用超级单元法分析含空洞介质的等效弹性性质
2.
According to the displacement mode of thick plate,a super element of vierendeel sandwich plate is constructed.
以三个广义位移的非经典板位移模式,构造了空腹夹层板超级单元,该单元在保证高精度的同时,可大大减少自由度。
3.
Super element method which is simpler in claculation for analyzing tube-in -tube structures with variable stiffness along the height subjected to sorsion is presented, ie, after treatment of the structure system with continuum technique, the whole structure is divided into super elements and is then analyzed by the matrix displacement method.
提出筒中筒结构在扭矩作用下的超元法,即是对外框筒及楼板连续化处理以后,视整个结构为一个悬臂杆,然后按楼层划分成超级单元,导出超级单元的刚度矩阵,用矩阵位移法分析。
3) super bin
超级面元
4) super shell element
超级壳单元
5) super finite element
超级有限元
1.
The basic principle and method of super finite element had been adopted for analysis of such voided slabs structure so as to simplify calculation.
针对平行圆管空心双向板采用普通有限元方法进行分析特别耗时,甚至可能无法用计算机求解的问题,将超级有限元的基本思想和方法应用于这种结构的分析中,以达到简化计算的目的。
2.
The AMME method and the super finite element theory are proposed to consider the influence of concrete creep during construction.
在分析中提出采用龄期调整的有效模量法(AMME)考虑施工期混凝土徐变的影响,并利用超级有限元-有限元耦合理论进行施工过程的模拟。
3.
In this paper, a simplified analysis method of combining super finite elements and substructures is presented and studied for reticulated mega-structure in which the main-structure is lattice-intersected three-dimensional system.
针对交叉立体桁架系巨型网格结构杆件、节点多、计算工作量大的特点,提出了超级有限元与子结构相结合的简化求解方法:采用三节点立体桁架超级元来处理主体结构中的立体桁架,用子结构法来处理大网格内的子结构。
6) new super element
新超级单元
补充资料：春日书情寄元校书伯和相国元子
【诗文】：
数岁平津邸，诸生出门时。羁孤力行早，疏贱托身迟。
芳草看无厌，青山到未期。贫居悲老大，春日上茅茨。
卫玠琼瑶色，玄成鼎鼐姿。友朋汉相府，兄弟谢家诗。
律合声虽应，劳歌调自悲。流年不可住，惆怅镜中丝。
【注释】：
【出处】：
全唐诗：卷269_2
数岁平津邸，诸生出门时。羁孤力行早，疏贱托身迟。
芳草看无厌，青山到未期。贫居悲老大，春日上茅茨。
卫玠琼瑶色，玄成鼎鼐姿。友朋汉相府，兄弟谢家诗。
律合声虽应，劳歌调自悲。流年不可住，惆怅镜中丝。
【注释】：
【出处】：
全唐诗：卷269_2
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条