1) element deformation rigidity
单元变形刚度
2) variable stiffness bar
变刚度单元
3) variable stiffness spring element
变刚度弹簧单元
4) varying stiffness beam element
变刚度梁单元
1.
Based on the governing differential equations of Euler beams,the stiffness matrix of varying stiffness beam elements is deduced using the force interpolation functions and the Cotes scheme with five integration points.
从Euler梁控制微分方程出发,采用力插值函数和五结点Cotes积分推导了五区段变刚度梁单元刚度矩阵;通过比较分析,选择合适的混凝土应力-应变模型以模拟横向纤维箍对混凝土的约束效应,采用带下降段的四折线型弯矩-曲率本构模型并对其下降段刚度作了合理修正,分析了单元的刚度状态及状态转换。
5) Fictitious element with variable rigidity
虚拟变刚度单元
6) element stiffness
单元刚度
1.
To study the dynamic response performance of reinforced concrete frame structure with friction energy dissipation braces,the element stiffness and mechanics model of the element of friction energy dissipation device and the element of frame bar are analyzed.
为研究钢筋砼摩擦耗能支撑框架结构的动力反应性能 ,对其中的摩擦耗能器单元和框架杆单元的单元刚度和力学模型做了分析。
2.
The element stiffness matrix of the space circular curved beam for right-angled coordinate with the flexibility method are derived, a computer program including this kind of element for analysing the internal force of space frame is worked out and two engineering examples are calculated.
利用力法推导出直角坐标下空间圆弧形曲梁的单元刚度矩阵,编制了含此类单元的空间刚架内力计算程序,并计算了工程实例。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
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