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1·The external loads on the A-type gate crane foundation and its reinforcement structure are studied.

研究了A型门架基座及加强结构的外载荷，采用有限元法计算了结构在各载荷组合工况下的应力。

2·The system then exhausts air from around the window area, reducing the solar impact and the effect of external loads.

同时该系统还能通过窗户周边区域排出气体，减少太阳辐射对室内的影响。

3·Each such beam is subjected to the external loads that normally act upon it, together with the two redundant moments at its ends.

每一根这样的梁承受垂直作用于其上的外荷，以及两端的两赘余弯矩。

4·The attributes of a structural system in engineering and the external loads acting on it are often characterized by randomness and fuzziness.

实际工程中，结构系统的属性以及所受外载荷常常具有随机性和模糊性的特点。

5·It points out that under the given external loads, the area which comes to unbalanced forces is the first place to be destroyed in the structure.

它指出，对给定外荷载下的结构，结构出现不平衡力的区域即为首先破坏的区域。

6·In the simplification part, coherent generators and external loads will be combined and simplified. This method has strict mathematical foundation.

网络的化简部分则包含了对相关发电机母线的简化和外部系统负荷母线的合并消去。

7·The general formulae for the analysis of stresses and displacements in an elastic layered systems subjected to external loads are derived in this paper.

本文首先导出了在圆形分布荷载作用下层状弹性体系应力与位移计算的一般性公式。

8·This paper presents a new, simple method for the complete shaking moment balancing of planar n-bar linkages caused by inertia but excluding external loads.

本文提出一种能完全平衡平面连杆机构摆动力矩的简便方法。

9·Thus the whole space structure is divided into many planar structures bearing external loads together and structures perpendicular to the plane share no loads.

因此，整个结构可以划分为若干个平面结构，共同抵抗与平面结构平行的侧向荷载，垂直于该平面方向的结构不参加受力；

10·Then, two bearings having different geometrical parameters and external loads are used as cases, the loads distributions are computed by using the statics model.

然后，以两套具有不同几何参数及外部载荷的轴承为例，利用静力模型计算了轴承的载荷分布。