flection
英 [ˈflekʃn]
美 [ˈflekʃn]
n. 弯曲,屈曲,弯曲的部分
英英释义
noun
- deviation from a straight or normal course
- the state of being flexed (as of a joint)
双语例句
- The contour line of the inner and outer of bridge shall be smooth and clear, without sudden break, obvious flection or recurrence.
桥梁的内外侧轮廓线应顺滑清晰,无突变、明显折变或反复现象。 - The research method can also be applied to the jumping flection problem of other elastomer.
该研究理论也可用于其他弹性体跳跃屈曲问题。 - Producing little stretch distortion and having no flection under permitted air speed and pressure are the criterions of assessing air conduit capacity based on its bearing load.
基于风管所承受的各种荷载来评定其工作能力,通常在允许的气流速度(或压力)下,是否只产生较小的弹性变形,而不产生屈曲。 - Introducing the basic method for analyzing the structure flection load by finite units and giving a computer program.
介绍了有限元分析结构屈曲荷载的基本方法,并编制了程序。 - The purpose of this study was to evaluate the patellar motion as knee flection by dynamic CT in patients with anterior knee pain syndrome.
评价前膝疼痛患者屈膝过程中动态CT观察髌骨运动的意义。 - Structure calculation: include the static, dynamical and flection stabilization computation of bridge's superstructure and the substructure.
结构计算:含桥梁上下部结构的静力、动力及屈曲稳定计算。 - In this paper, the mechanical characteristics of the novel composite steel-concrete structure under the action of flection, shear or torsion are analyzed, and the structural design method is discussed.
在吸收国外成功工程实例的基础上,分析此新型钢-混凝土组合结构在弯曲、剪切、扭转作用下的受力特点,并针对应采取的结构设计方法进行探讨。 - The following are the main research procedures and achievements: 1. Introducing the basic method for analyzing the structure flection load by finite units and giving a computer program. 2.
论文的主要研究工作与成果如下:1.介绍了有限元分析结构屈曲荷载的基本方法,并编制了程序。 - We research the spherical harmonics express of Lambert re-flection and propose a pure image based rendering method to synthesis image under arbitrary illumination condition based on spherical harmonics.
研究了朗伯反射的球调和表示,提出了一种基于球调和函数的任意光照目标图像生成方法。 - In this paper, BSS is simplified to the arch with elastic sustain, divide arch flection form into symmetry and dissymmetry flection.
本文将张弦梁结构简化为弹性支撑的拱,将上弦的屈曲形式分为对称失稳和反对称失稳,采用初参数的方法进行了其平面内稳定性验算。