对于冠状面剪力骨折患者的评价要从临床和放射性评估开始。
Evaluation of a patient with a coronal shear fracture begins with clinical assessment and radiography.
我们未找到冠状面剪力骨折手术固定治疗与切除或非手术治疗对比研究方面的文献。
We are not aware of any studies in the literature in which operative fixation of coronal shear fractures was compared with excision or with nonoperative treatment.
当发生接触时，表面通常通过接触面传播剪力和法向力。
When surfaces are in contact they usually transmit shear as well as normal forces across their interface.
基于上述研究，应用CT扫描对这类冠状面剪力骨折进行评估的推荐级别定为C级。
On the basis of these studies, a Grade-C recommendation can be made for the use of ct scanning in the assessment of coronal shear fractures.
对简支各向异性平行四边形板在面内张力和剪力作用下自由振动、屈曲和弯曲问题作了全面的研究。
A comprehensive study of free vibration, buckling and bending of anisotropic simply-supported skew plates subjected to in-plane normal and shear forces is conducted.
当承受剪力和拉力时，粘结面是新老砼粘结结构受力的薄弱环节，使用合适的界面剂可以提高其粘结强度。
Bond plane is the tache of weakness for the new and old concrete bond structure when withstanding shear force and tension. Appropriate interfacial agent can improve bond strength.
为了保持结构的整体性能以及分配剪力和抗扭，输电塔的设计中都要设置一定间距的横隔面。
In order to maintain the global stability and to distribute shear and torsional forces, diaphragms with some intervals are required in designing transmission towers.
它的破坏状态可以用极限面外荷载和极限面面内剪力关系图中围成的矩形区域来判断。
The failure criterion can be judged by the rectangle region in the graph of the relation between ultimate out-of-plane load and ultimate in-plane shear.
根据简化的边界条件，得到了面内应变和弯曲应变的级数解，进而求得剪力滞后系数。
Series solutions were derived for the in-plane strain, deflection and bending strain that satisfy the simplified boundary conditions to calculate the shear lag coefficient.
在肩部的运动中，阻力，重力和肌肉的收缩力集中于肱骨轴线，通过盂肱关节面转换为与关节盂面垂直的压力和与关节盂面平行的剪力，作用于肩部活动的全过程。
During the pitching motion, the resistance force, weight of the pitching arm and the contraction force of muscles set up a combination force along the pivot of the humerus.
楼地面、抹灰面大面积隆起是由粘结层剪力破坏而致。
The big area of swelling floor surface and plastering floor result from the destruction of shearing stress from the adhesive layer.
给出了一种可同时模拟基坑开挖和土钉加固过程的等效面力法——剪力法。
A mathematic model using equivalent surface shear force method for simultaneously simulating excavation and soil nail reinforcing process is proposed in the paper.
零摩擦系数意味着没有剪力发生，且接触面自由滑动。
A zero friction coefficient means that no shear forces will develop and the contact surfaces are free to slide.
另外，温度、支座位移等因素也可能引起较大的面内剪力。
Additionally, it is possible to generate shearing force by some factors like the change of temperature or support displacement.
另外，温度、支座位移等因素也可能引起较大的面内剪力。
Additionally, it is possible to generate shearing force by some factors like the change of temperature or support displacement.
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