1) Shelf position
架面
2) plane frame
平面框架
1.
Crack identification of plane frames based on wavelet transform of angle displacement mode;
基于转角模态小波变换的平面框架裂缝识别研究
2.
By using excel,the electronic form of a plane frame under vertical load is established.
利用Excel编制某平面框架在竖向荷载作用下的电子表格,可以快速的求出各杆端弯矩,且通过修改表格中某些参数,对其他框架计算也具有一定的适用性。
3.
The plane frame is calculated under horizontal load-wind and earthquake by using ANSYS finite element analysis software.
利用有限元分析软件ANSYS对某平面框架进行水平荷载——风荷载、地震荷载作用下内力计算,并同手工计算方法进行了比较。
4) planar frame
平面框架
1.
The line rigidity transferring relation between the single span planar frame and the fishbone-shaped vibration model is presented.
基于静态缩合方法,推导了鱼骨形模型结构刚度矩阵的解析式,通过算例提出了实际单跨平面框架结构和鱼骨型振动模型之间的线刚度转化关系。
2.
This paper presented an accurate method of calculating the earthquake force design sensitivity and Hessian matrix of the planar frame.
提出一种平面框架结构地震力的设计敏度和海森矩阵的精确计算方法。
3.
By giving constraint types of each member in planar frame, the buckling sequence of members is calculated with the application of ANSYS V8.
通过设定平面框架中各构件的构造特征,借助ANSYS软件计算构件失稳的先后顺序,进而得到框架屈曲的极限荷载。
5) plane frame
平面刚架
1.
The modes of structural optimum design of plane frames are established based on the component reliability.
建立以重量为目标函数的平面刚架优化模型,对结构进行基于可靠性的优化设计,可靠指标的求解采用JC法,优化算法采用约束变尺度法,最后给出平面刚架计算实例,结果表明了方法的有效性。
2.
The shear forces and the bending moments of the plane frame are computed,and the shear and the moment diagrams are constructed,making use of the relations among the intensity of load,the shear force and the bending moment,and the relations between the load and the internal force at the boundary.
利用荷载集度、剪力和弯矩之间的关系及边界上外荷载与内力的关系 ,计算平面刚架的剪力和弯矩 ,并绘制剪力图和弯矩
3.
Taking the sectional area and the bending moment of inertia as variables for each beam element, the plane frame will possess a stiffness matrix containing parameters.
取平面刚架单元截面面积与抗弯惯矩为变量，采用符号计算软件求解含变量的总刚度阵之逆，从而得到这种意义下的解析解·在微机上编制了通用的程序，计算出了相应的算例
6) plane truss
平面桁架
1.
The use of plane truss in frame design;
平面桁架在框架设计中的应用
2.
The study of calculating initial force and deformation of plane truss in EXCEL;
EXCEL中计算平面桁架内力与变形的研究
3.
There are many methods for geometric nonlinearity finite element analysis of plane truss.
以平面桁架为例,从杆的平衡方程出发,直接利用变分方法导出杆单元在大转动、小应变条件下的考虑几何非线性的单元切线刚度矩阵,依照此原理编制了相应的有限元程序。
补充资料：不看金面看佛面
1.同"不看僧面看佛面"。
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