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1)  diagonal glide plane n
对角滑移面n
2)  diagonal glide plane
对角滑移面
3)  glide plane of symmetry
滑移对称面
4)  overall relative slip
全面相对滑移
5)  relative slip
相对滑移
1.
The relative slip on the interface of prestressed steel-concrete composite beam appears to a certainty with the external loading,the internal force of tendon will increase along with external loading continuously,and the intemal force increment will affect to the interface slip too.
预应力钢与混凝土组合梁的交接面必产生相对滑移,预应力钢筋的内力将随着外荷载的增加而不断增加。
2.
With elastic theory method of single pile as base,the calculation model considering relative slip caused by pile soil interface was built.
以单桩的弹性理论法为基础,建立了考虑桩土界面产生相对滑移时的计算模型,根据桩周土体所受的应力,采用Mindlin解求解桩周土体的位移,最后得出了桩周土体的位移分布情况。
6)  relative slippage
相对滑移
1.
Assuming that the longitudinal displacement of composite steel-concrete beam with lightweight aggregate flange follows cubic parabola in the transverse direction,with interface relative slippage function for composite beam as unknown function,the control differential equation can be established based on minimum potential energy principle for solving theoretical distribution of l.
利用能量变分法,分析组合梁在界面产生相对滑移后,其组合梁翼缘板有效宽度的变化规律。
2.
In this paper the relative slippage, connectors stiffness and shrinkage & creep are considered.
对于工程中常用的钢-砼组合梁,根据组合截面平衡和变形协调条件,利用钢和混凝土材料的本构关系,建立了关于组合梁正截面内力的微分方程,在微分方程中考虑了钢和砼之间的相对滑移、组合梁连接件刚度、混凝土收缩和徐变的综合影响。
补充资料:对角
1.四边形中不相邻的两角。 2.三角形中﹐两边所夹的角对第三个边来说﹐叫做这个边的对角。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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