查询词典 lateral flexion

A polyhedron with two congruent and parallel faces and whose lateral faces are parallelograms.

有两个全等平行面且侧面都是平行四边形的多面体。

The Nike Air Zoom Huarache Elite TB is the perfect combination of lightweight comfort, responsiveness and lateral support.

Nike Air Zoom Huarache Elite TB 是轻量级舒适、快速响应和侧向支持的完善的组合。

It is feasible to safely and reproducibly place a 3.5-mm cortical screw in the lateral mass of C1 when the appropriate starting point and trajectory of the screw are chosen.

如果选择合适的进钉点和方向，在C1侧块中安全地、可重复地置入一枚3.5mm皮质骨螺钉是可行的。

After the stiffness of corewall decreases, the steel frame becomes more important to resist the lateral action. When the structure yields, the steel frame bares about half shearing force and overturning moment.

筒体的刚度下降之后，抵抗水平作用的重心逐渐向钢框架转移，到结构屈服时钢柱承担了约一半左右的水平剪力和倾覆力矩。

The double half frame (HF2) was more superior to axial compression and anterior-posterior bending with stiffness characteristics. The bilateral frame was more superior to torsion and medial-lateral bending with stiffness characteristics.

双杆单边式构型(HF2)在抗轴向压力、前后弯曲力方面较突出，双边式构型在抗扭转力、侧方弯曲力方面较突出。

Methods According to theamount of ventricular haematocele and its configuration, shape, symptom and the primary affection,clearing the hemorrhage by liquefied drainage centesis at diacele, with the assistant of liquefieddrainage.centesis at lateral ventricle and balancing between cerebrospinal fluid and physiological saline.

依据脑室内积血的量及其形态、形状、病情、原发病，应用第三脑室穿刺液化引流术和／或辅以侧脑室液化引流术、脑脊液／生理盐水差额置换术，清除出血，抢救患者生命，改善预后。

The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.

本文研究的主要内容如下：通过大量的计算、分析和对比，总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同，为深入了解异形截面柱的特点提供必要的基本概念和数据；通过大量的弹性及弹塑性计算分析，在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下，在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律，并在此基础上总结归纳出异形柱结构的最大适用高度规定，可用于规程，以便于在确定方案时起到宏观控制的作用；对肢长与肢厚比在4～5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨，提出初步的设计方法；通过对典型工程的弹塑性动力时程分析，检验异形柱结构的薄弱层及屈服、破坏、倒塌机制，以达到建筑物大震不倒的抗震设防要求；通过理论分析，推导出异形柱结构自振周期，以及适宜自振周期、适宜刚度的工程实用简化计算公式，为经济、安全、合理地确定结构方案提供简便实用的方法；在本文理论分析、计算以及大量的研究成果基础上，总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容，并在此基础上提出异形柱结构的抗震设计建议。

Adhering band between the sigmoid colon and the left gluteus maximus is the outset in the lateral dissection in the left coloectomy.

乙状结肠和左侧腰大肌筋膜之间的粘连带是左半结肠切除术外侧分离的起点。

The needle in the gluteus maximus should be placed in the proximal and inner quadrant of the buttock, oer the posterior quarter of the iliac wing, 2 cm inferior and lateral to the posterior superior iliac spine.

参照固定的骨性标志物——髂脊和大转子的位置记录下进针的位置。然后三枚中空的穿刺针依据预先界定的位置分别经皮进入三个筋膜室。

According to the self-trapping that takes place in both transversedimensions,we show that an addressing optical switch is possible bychanging the lateral displacement of the beam,that the soliton wavelengthdivision multiplexing devices may be made by using the self-deflection ofspatial solitons,and that soliton devices with two or three controlledparameters are made by using screening-photovoltaic solitons for shortcircuit or closed circuit with an external resistor.

根据光孤子的自陷获仅发生在横向上，由此我们提出：控制横向空间光孤子的方法实现光的快速互连切换光开关；用短路或有外电阻的屏蔽光伏孤子研制具有两种或三种控制参数的孤子器件；用控制空间光孤子的自偏转的方法研制波分复用器。

These rules reflect some inherent feature of self and nonself, and they are the basic detection criterion of GECISM.

这些规则反映了"自我"和"非我"的内在特征，是GECISM进行"非我"检测的判据。

Until today, the media from China and the outside world still uses the term "Post 89". Regardless to whether it is for commercial gimmick or convenience, everybody still remember "Post 89", a term which carries a strong Cantonese accent.

时至今日，国内外艺术媒体还是在沿用&后八九&这个称谓，不管当初是为了商业噱头还是容易上口好记，反正大家现在是记住了&后八九&这个广东口音很重的词。