1) Wind shear model
风切变模型
2) hysteretic shear model
剪切滞变模型
1.
In this paper,based on the comparing and evaluating the current hysteretic shear models used to the shear-walls and combining the results of current concrete core-tube tests at home and abroad,the revised Takeda model with pinch is selected as the hysteretic shear model of the concrete core-tube.
通过对比评价现有可用于剪力墙的剪切滞变模型,并结合现有国内外钢筋混凝土核心筒体试验结果,选取了带捏缩的修正Takeda模型作为核心筒的剪切滞变模型,并给出了模型的细部滞变规则。
2.
In this paper,the current hysteretic shear models for shear-wall are sumMaried and reviewed in detail.
详细评述了有关剪力墙的剪切滞变模型，提出了一个简化的剪切滞变模型，并推荐了两种剪切滞变模型用于描述多竖线单元剪力墙模型中的水平弹簧。
3) Shear band formation
切变带形成模型
4) shear rheological model
剪切流变模型
5) risk flexible model
风险权变模型
6) wind shear
风切变
1.
Effect of wind shear on wind turbine power;
风切变对风力机功率的影响
2.
Helicopter dynamic response to wind shear in forward flight;
风切变场中直升机前飞状态动态响应
3.
A Study of Wind Shear in Tower Layer over Urban Land Surface;
北京城市边界层中低空风切变研究
补充资料：风切
1.讽喻切责。
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