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We tested the knees at flexion angles of 0, 15, 30, 60, and 90with the following applied loads: 10 Nm varus moment, and 5 Nm external and internal rotational torques.21,22 To calculate the force applied in varus rotation testing, we took the desired moment (10 N.m) and divided this by the distance from the joint line to the point of force application in meters.

我们检测了施加力量10N.m的内翻运动和5N.m的外旋和内旋运动,各种运动的膝关节屈曲角度分别为0°、15°、30°、60°和90°。为了在内翻旋转试验时计算施加力,我们采用期望力矩(10M.m),并将这种力矩分为从关节线到施加力点数米远的距离。

Methods To take an axial view radiograph of patella with patient in sedentary position, the patients' hip joints were kept flexural with 90 degrees naturally and knees flexural between 30 to 80 degrees, then photos were taken by adjusting the angle and point of incidence of the central line.

取坐位投照髌骨,患者髋关节保持自然屈曲90°,屈膝角度范围30°~80°,然后调整中心线的入射角及入射点进行投照。

The top of tank appeared negative pressure in earthquake that may cause diamond shape buckling.

在地震过程中罐壁上部会出现较大的负压,这可能是罐壁上部易出现"菱形屈曲"的原因。

The results indicate that the fixation methods for supracondylar fractureshould b that:(1) The fixation with the flexion angle of 9O°in the pronator position is adopted if the medial side presents displacement and the lateral periosteum is broken and the "hinge"of the medial periosteum remained unbroken.

表明肱骨髁上骨折的固定方法宜采用:①若内侧移位,外侧骨膜破裂,内侧骨膜"铰链"完整,则采用屈曲90°旋前位固定;②若外侧移位,内侧骨膜破裂,外侧骨膜"铰链"完整,则采用屈90°旋后位固定;③若内外侧骨膜完全破裂,不论是内侧移位,还是外侧移位,宜采用旋后位固定。

The principal muscles involved in hip flexion are the psoas and the iliacus, collectively known as the iliopsoas.

主要涉及肌肉,在髋关节屈曲的腰肌和髂,统称为髂。

The length of a pulse and the wave impedence are of major signifance on a bamboo node-type.

脉冲的长短和圆柱壳的波速与波阻抗对局部屈曲现象起着相当重要的作用。

The main content in this paper are as follows:(1) To offer the reference for the arrangement of BRBs, it must research the seismic vibration of the Reticular domes first.

本文主要进行了以下工作:(1)对网壳结构进行动力分析,研究单层K6型网壳结构的动力性能,为约束屈曲支撑的布置研究提供参考。

By means of the RITZ method,the free frequencies of the first and the second mode of the cables were given.

引用压杆屈曲函数构造两固端刚性拉索的一阶和二阶振型函数,由 RITZ法原理求得其相应的一阶和二阶固有振动频率。

This article adopted Ritz method and divide-fit mathematical method,solved the problem of elastic buckling of thin plate under compression and bend multiplicity action.

采用里兹法和切分拟合的数学方法,讨论了单向压缩和弯曲共同作用的薄板弹性屈曲问题。

This paper uses Ritz theory and presents a method to solve the problem of bend, free vibration and buckling properties of the circular plates subjected to arbitrary forces.

本文应用能量法中的Ritz全面、彻底、细致地研究了任意面内力作用下圆板的力学特性,即弹性圆板在任意面内力作用下的横向静力弯曲、屈曲及自由振动特性。

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