1) biasing tension origin stiffness
偏拉原点刚度
1.
A series of basic concepts, such as origin tension longitudinal elastic modulus,tension stiffness factor, origin tension stiffness and biasing tension origin stiffness are suggested with corresponding theoretical formula and testing estimation method.
本文系统地研究分析了橡胶隔震支座(简称橡胶座)拉伸相关的基础理论,提出了原点拉伸纵弹性模量、拉伸刚度因子、原点拉伸刚度、偏拉原点刚度等基本概念,还提出了计算橡胶座非线性段拉伸刚度的双刚度和原点拉伸刚度应力应变模型等理论。
2) origin tension stiffness
原点拉伸刚度
1.
In order to grasp the tension properties of rubber bearings,and to establish the mechanics model and value criterion,the new computation models of bi-stiffness stress-strain and origin tension stiffness stress-strain are proposed,based on tension stress-strain curve of rubber bearings,and the hysteretic model is put forward too for analyzing the tensile properties.
方法基于橡胶支座拉伸应力应变关系曲线,提出了双刚度与原点拉伸刚度应力应变两个计算模型,分析了橡胶支座弹塑性拉伸性能的恢复力模型。
2.
A series of basic concepts, such as origin tension longitudinal elastic modulus,tension stiffness factor, origin tension stiffness and biasing tension origin stiffness are suggested with corresponding theoretical formula and testing estimation method.
本文系统地研究分析了橡胶隔震支座(简称橡胶座)拉伸相关的基础理论,提出了原点拉伸纵弹性模量、拉伸刚度因子、原点拉伸刚度、偏拉原点刚度等基本概念,还提出了计算橡胶座非线性段拉伸刚度的双刚度和原点拉伸刚度应力应变模型等理论。
3) origin compression stiffness
原点压缩刚度
1.
A series of basic concepts, such as origin compression stiffness, origin compression longitudinal elastic modulus, biasing pressure vertical stiffness, etc.
本文系统地研究分析了与橡胶隔震支座(以下简称为橡胶座)压缩特性有关的基础理论,提出了原点纵向压缩弹性模量、原点压缩刚度、偏压弹性模量、偏压竖向刚度的基本概念,同时还提出了计算剪切变形状态下橡胶座竖向刚度的计算理论。
5) stiffness eccentricity
刚度偏心
1.
The ratio spectrum distribution pattern and the effects of normalized stiffness eccentricity and rotation frequency ratio on spectrum amplitude are discussed by use of statistic analysis of 30 recordings under bidirectional earthquake excitation in the cases of hard sit.
为此,研究并建立了双向地震作用下结构刚度偏心层体系弹性反应谱模型,定义弹性位移比值谱和加速度比值谱。
2.
The effect of the system parameters on inelastic torsional response is evaluated:stiffness eccentricity es, yield strength eccentricity ep and lateral period T.
以纤维模型模拟双向地震作用下混凝土柱的双轴弯曲,考查刚度偏心es、强度偏心ep和自振周期T等因素对结构扭转的影响。
3.
Mass eccentricity and stiffness eccentricity are two key forms of asymmetric structures.
质量偏心和刚度偏心是结构偏心的两种重要形式,从单层无阻尼结构体系地震作用下的一般振动方程出发,推导得到了不同偏心形式的结构考虑地震动扭转分量时的振动方程。
6) cornering power
偏转刚度
补充资料：轮胎侧偏刚度
轮胎侧偏刚度为轮胎侧偏力与侧偏角的比值:k=F/a,式中k为侧偏刚度，F为侧偏力，a为侧偏角。侧偏刚度单位为N/rad。
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