1) quasi-static displacement
拟静位移
2) pseudo-static displacement
拟静力位移
1.
Effects of some parameters on pseudo-static displacement of space lattice structures under multiple support excitations;
多点输入下大跨空间网格结构的拟静力位移影响因素分析
2.
Because of the complicated performance of space lattice structures under multiple support excitations, the pseudo-static displacement which is a part of total response is selected carefully to be investigated thoroughly.
针对大跨空间网格结构在多点输入地震作用下响应分析繁杂性的特点,本文以拟静力位移为切入点,详细分析了其对结构响应的影响规律;通过对比结构在多点输入和一致输入下杆件可靠指标β的变化,对大跨空间网格结构在多点输入下的安全性问题进行了探讨,同时考查了拟静力位移对危险杆件的影响。
3) pseudo-static displacement method
拟静力位移法
1.
The pseudo-static displacement method is widely employed in seismic analysis of structures under multiple excitations.
针对解决多点激励下结构地震响应的拟静力位移法被广泛使用,但其引入的拟静力位移物理意义并不十分明确,忽略因为地面运动引起的阻尼力也不合理。
4) static shift
静位移
5) Static displacement
静位移
1.
But the model only indicated the relationship of the dynamic property with the frequency,not including the relationship with the initial static displacement.
现有关于非线性阻尼模型建立的方法,仅仅指出了隔振器的动态特性与频率的关系,没有反映出与初始静位移的关系。
6) static displacement
静力位移
1.
Solution of top static displacement of the grillage supporting structure with pre-stressed anchors and analysis of its subjected influences;
框架预应力锚杆边坡支护结构顶部静力位移求解及其所受影响因素分析
2.
A method of structural damage identification using neural networks based on static displacements and natural frequencies;
基于静力位移及频率的结构损伤识别神经网络方法
3.
An explicit relation between constitutive parameters and qusi_static displacement of viscoelasticity is derived under a kind of boundary condition, and an iterative form of optimized identification is presented.
对一类边界条件，建立粘弹性准静力位移与本构参数的显式关系，给出优化识别的叠代格式，从二阶微分模型出发，识别粘弹性本构模式，讨论了信息误差对反演结果的影
补充资料：等静挤压(见静液挤压)
等静挤压(见静液挤压)
isostatic extrusion
豁穿凿“、15。stati。e一、二)见静“
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