1) transverse effect
横向效应
1.
Research on transverse effect of three axis piezoresistive accelerometer
三轴压阻式传感器横向效应的研究
2.
According to the practical design experience of the curve beam in Dongxiao South Road of Guangzhou City, the article analyzes the influence of the prestressed transverse effect of the curve beam on the main beam and substructure, and the curve beam how better to prevent the web from dilapidating on the construction.
该文结合广州市东晓南路曲线梁的实际设计经验,分析了曲线梁中预应力的横向效应对主梁及下部结构的影响,以及曲线梁如何从构造上更好地防止腹板崩塌。
3.
By the set up which used to measure the transverse effect coefficient of the strain gauge, the unidirectional strain site was gotten, and attested to the exist of the fiber Bragg grating s transverse stain effect.
采用电阻应变片横向效应系数的测量装置,得到单向应变场,验证了光栅横向应变效应的存在。
2) lateral effect
横向效应
1.
In order to ascertain the pivotal factors affecting the lateral effect of PELE,a series of experiments of PELE projectiles impacting steel plate were made with different jacket materials,filling materials,impact velocities and impact angles.
试验结果表明,弹体采用压拉比高的材料时,PELE横向效应明显;在试验速度范围内,随着速的提高,PELE破片数量增多,横向效应增强;装填物材料对横向效应的主要影响因素是泊松比和弹性模量,而不是密度;在0°~45°范围内,随着角的增大,PELE横向效应增强。
2.
With impact velocity between 400～900 m/s,after PELE perforates the target,the amount of the debris and the covering area increase and the lateral effect is intensified.
为了分析弹丸着靶速度与PELE横向效应之间的关系,在弹靶系统一定的条件下,就不同弹丸着速对PELE横向效应的影响进行了试验。
3.
To analyze the influence of target thickness on the lateral effect of PELE(Penetrator with enhanced lateral effect),by changing target board thickness,simulations and experimentations are carried out on PELE impacting target perpendicularly in the same speed.
为了分析靶厚对横向效应增强型侵彻体(PELE)作用效果的影响,采用改变靶板厚度的方法,对PELE以固定速度垂直撞击靶板进行了数值仿真和实验验证。
3) transverse-flow effect
横向流效应
4) transverse pressure effect
横向压力效应
5) the lateral behavior of bolts
锚杆横向效应
6) transverse inertial effect
横向惯性效应
1.
Based on the theory of saturated soil presented by Biot and the theory of Rayleigh-Love bar,the coupled longitudinal vibration of a large diameter end-bearing pile in saturated soil is investigated by considering transverse inertial effect.
根据B iot饱和土理论和R ay le igh-Love杆理论,计及土层及桩的径向运动影响,导出了考虑横向惯性效应的端承桩与饱和土的纵向耦合振动频域的解析解和时域半解析解,对比了考虑与不考虑横向惯性效应时,大直径嵌岩桩纵向振动引起的土层复阻抗的异同以及桩顶导纳和时域反射的特征。
2.
Based on theories of saturated soil presented by Biot and Rayleigh-Love bar, the coupled longitudinal vibration of a large diameter end-bearing pile in saturated soil is investigated considering transverse inertial effect.
根据Biot饱和土理论和Rayleigh-Love杆理论,计及土层及桩的径向运动影响,导出了考虑横向惯性效应的端承桩与饱和土的纵向耦合振动频域解析解和时域半解析解,对比了考虑与不考虑横向惯性效应的大直径嵌岩桩纵向振动下桩顶速度幅频和时域反射的特征,研究表明,长径比越小,横向惯性效应越明显,而泊松比和激振频率对桩顶响应也有重要影响,通过工程实例对比表明,长径比较小的桩采用考虑横向惯性效应的计算方法可以得到更好的拟合效果。
补充资料：横向效应
见电阻应变计。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条