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屈曲

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The initial range-of-motion exercises are performed to prevent adhesion formation; extension is allowed to 0°, but it is essential to avoid both hyperextension and flexion past 90°, which can place undue tension on the grafts.

最初的关节活动范围练习主要是为了防止粘连形成,伸展的范围可达0°,但必须避免过伸以及屈曲超过90°,否则可能会使移植的肌腱承受过度的张力。

Flexor hypertonia prone position, should not rise, lifted buttocks, shoulders implantation, limb flexion.

俯卧位屈肌张力增高,不能抬头,臀抬起,肩着床,四肢屈曲

The wavelength and amplitude of the buckling deformation were deduced. It can be concluded that the Young's modulus of epidermis, dermis and hypodermis tissues had great effect on the wavelength and amplitude.

给出了屈曲波长和振幅的计算公式,并对结果进行了分析,可看出真皮及皮下组织的弹性模量对皱纹的波长和振幅影响较大。

When subjected to the axial fluid-structure slamming compression, the structures exhibit three different critical conditions: buckling, plastic incipience and plastic collapse.

在轴向流-固冲击作用下,这些结构单元呈现出三种不同的动力临界状态:屈曲、塑性和塑性失效。

The experiments indicate that the dynamic behavior of the cylinder under the axial fluid-solid impact loading differs from the dynamic buckling when they are axially impacted by impulsive loads and step loads of infinite duration. The structures exhibit three different critical conditions: plastic incipience, dynamic buckling and plastic failure.

研究结果表明:圆柱壳承受轴向流固冲击时的动力特性与承受轴向脉冲和阶跃载荷时的动力特性有着显著的不同,结构呈现三种不同的临界动力状态:塑性出现、动力屈曲和动力塑性失效。

In this case,, inflexibility was an advantage.

在这情况,,不屈曲性是一个利益。

In creep buckling question,by means of theoretical analysis,the instaneous critical load and durable critical load of viscoelastic braid composite cylindrical shell under axial compression are obtained and the numerical example is given.

对蠕变屈曲问题,通过理论分析来得到了编织复合材料圆柱壳的瞬时弹性临界载荷和持久临界载荷,给出了具体的算例。

According to displacement overrun failure criterion and structure instability failure criterion, integral seismic capacity of structures is obtained. Verification of the optimal structure from pushover analysis can be performed by comparing each structure\'s integral seismic capacity.

本文分析结果表明:增大巨型梁高更能有效地进步结构抗震能力;部分采用防屈曲支撑改变了巨型钢框架的失效模式,不仅进步了结构弹性极限能力,而且使得抗震性能得到明显的改善。

Applying the method of integral transform, the governing equation of viscoelastic shallow spherical shell under actions of uniform pressure in the space of Laplace is established.

利用积分变换方法建立了粘弹性材料扁球壳在均布荷载作用下的Laplace相空间中的屈曲控制方程。

The discrete stiffener solution and orthotropic plate solution are used for analyzing the buckling behavior of intermediately stiffened plates theoretically in this paper.

论文建立了有限条法分析模型,编制了有限条计算程序,用有限条法分析了帽形中间加劲板件的屈曲和帽形肋条的加劲性能。

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This one mode pays close attention to network credence foundation of the businessman very much.

这一模式非常关注商人的网络信用基础。

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