1) inflection point
反弯点
1.
Because of considering loading velocity and construction art,the presented method overcomes deficiency of traditional methods that the ratio of settlement at inflection point to ultimate settlement is relative constant.
该预测模型参数意义较为明确,可以反映加载速度等因素的影响,克服了其它两种成长模型反弯点处沉降值与最终沉降相对不变的缺点。
2.
Based on the material testing of Ti-51at%Ni shape memory alloy(SMA) and theory of vibration control,a SMA passive tendon system is set around inflection point of column of frame construction to suppress its earthquake response.
基于Ti-51at%Ni形状记忆合金(SMA)丝材料性能试验,以结构振动控制理论为依据,针对框架结构剪切型变形的特点,在框架柱反弯点附近设置SMA被动拉索控制装置,分析其控制原理和规律,利用有限元软件检验其控制效果。
2) point of inflection
反弯点
1.
The seismic responses of frame shear wall with different shear wall interruptions are studied by using the member story model,a conclusion is given that the shear wall should be interrupted above the point of inflection of the structure if need.
基于剪力墙高度不同对框 剪结构地震反应的影响 ,以及不是对所有的框 剪结构都需要把其剪力墙延伸至整个结构高度的结论 ,作者采用杆系 层间模型对剪力墙高度不同的、剪力墙刚度中断的框 剪结构模型进行地震响应分析 ,得出了剪力墙可在框 剪结构反弯点以上截断的观点。
2.
For partially inclined pile, axial load transferred to the top of lower part of inclined pile will produce a lateral force on the lower part, which will lead to larger inflection deformation and moment in the lower part of the partially inclined pile especially when the joining point is below the point of inflection.
当垂直度转折点深度在反弯点以下时,水平向推力将导致下段竖直桩产生更大的反向挠曲变形和弯矩,使竖向荷载作用下桩顶水平位移增加,使桩更易于因为水平弯曲变形过大而破坏。
3) contraflexure point
反弯点
1.
Analysis of the value and position of the extreme bending moment and the contraflexure point for the design of the single-span portal frame with hinged connection and a gable roof;
双坡单跨铰接门式刚架的极值弯矩、位置及反弯点的分析
4) op-bending straightening of pressing point kind
压点式反弯校直
5) Opposite-symmetric four-point flexure
反对称四点弯曲
6) The height ratio of point of changing curve
反弯点高度比
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
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