normal vertical deflection 正向垂直偏转
The objective is to verify the predictions of engineering beam theory in so far as that theory defines the centerline deflection and extreme values of the normal stress.
实验目的是证明现行的工程梁理论，这种理论定义了中心线变形和普通应力的极值。
In this paper, the applicability of existing concrete structural component is evaluated by tests of the deflection and anti-crack on normal service limit state conditions.
针对正常使用极限状态下的挠度、抗裂等的检验来评定既有混凝土结构构件的适用性。
This paper describes the aberration and distortion of e-beam deflection magnetic field in which the parameters keep close to in the normal solution.
以电子束偏转磁场的像差和畸变为目标，对参量进行非劣解中找出贴近理想的最优解。
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