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1)  dot-rigidity
点刚度法
2)  Four Points' Stiffness
四点法刚度
3)  joint stiffness
节点刚度
1.
The influence of joint stiffness on the stability of geodesic single-layered reticulated shells with initial imperfection;
节点刚度对有缺陷短程线球面网壳稳定性的影响
2.
The effect of joint stiffness on mechanical behaviors of steel frames;
节点刚度对钢框架力学性能的影响分析
3.
Stability behavior of joint stiffness on the single-layer reticulated shell of badminton arena for 2008 Olympic Games;
节点刚度对2008奥运羽毛球热身馆单层网壳稳定性影响研究
4)  rigidity of joint
节点刚度
1.
According to codes in GB the classification of the rigidity of joints is introduced.
对几个国家规范对节点刚度的分类进行了介绍,从数学模拟、通过实验建立数据库、有限单元法等方面阐述了研究半刚性连接的方法,对保证钢结构整体性能的安全性具有重要的意义。
2.
This author also presents the failure phenomenon of rigidity of joint.
提出了水平低周反复荷载下叠合框架节点刚度弱化现象及加强节点刚度的构造措施 ,对高效预应力叠合框架在地震区的应用具有现实意义。
5)  joint rigidity
节点刚度
1.
Based on classic elastic stability theory of framework,the four-moment equation and the stability equations of member group considering joint rigidity are derived and extended to study trusses.
在经典的刚架弹性稳定理论基础上推导了考虑节点刚度的四弯矩方程和构件群稳定方程,并将其应用于桁架结构。
2.
The bracing setting and connecting ways determine the joint rigidity.
桁架压杆各节间的稳定相关性和节点刚度都对桁架受力性能具有明显的影响,但在以往的研究文献中都较少涉及,稳定相关性是由各节间杆件连续但轴力不同引起的,节点刚度则与支撑的设置和节点连接方式有关。
3.
Taking long span suspension bridge as an example,theinfluence of joint rigidity of suspension bridge with steel truss stiffening girder on completed bridge working points are studied.
以大型钢桁架悬索桥为实例,研究钢桁架加劲梁悬索桥节点处以不同的刚度连接,对桥梁的受力性能影响,对2组具有不同节点刚度的模型,进行了空间有限元计算。
6)  normal stiffness
法向刚度
1.
The relationships between the clutch engaging energy consumption and the engaging torsional stiffness,the energy loss factor,the normal stiffness of the 3 .
分析了接合能耗与接合扭转刚度、损失因子、超越离合器三构件的法向刚度、楔角、外力、滚动摩擦系数等因素的关系,同时给出降低接合能耗的措施。
2.
A hyperbolic constitutive model of interface is put forward and the influence of initial tangent and normal stiffness on the settlement of pi.
用三维有限元的方法,考虑了土体的非线性(Drucker-Prager模型)力学性能,对模型桩进行了模拟计算分析,详细讨论了双曲线接触面本构关系的初始切向、法向刚度对桩顶位移及地表沉降的影响。
3.
Test of constant normal stiffness indicates that side resistance is controlled by normal stiffness of pile surface .
研究表明 ,嵌岩段侧阻力受桩表面的法向刚度所控制 ,嵌岩段的单位极限侧阻力受嵌岩比的影响不大 ,规范上的公式不完全适合软岩嵌岩
补充资料:点对点法
分子式:
CAS号:

性质:发射光谱分析中,将金属试样制成两个锥体状电极,分别作为光源的上下电极,彼此相对以电弧或火花法进行激发摄谱。该法因无辅助电极,所摄光谱中可无其伴存谱线。

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