转动刚度的英文

• rotational stiffness

• "刚度"英文翻译    rigidity; stiffness; inflexi ...
• "动刚度" 英文翻译 :    dynamic stiffnesss of the moving element suspension
• "动刚度比" 英文翻译 :    dynamic stiffenss ratio; dynamic stiffness ratio
• "驱动刚度" 英文翻译 :    driing stiffness; driving stiffness
• "制动刚度" 英文翻译 :    braking stiffness
• "驱动刚度系数" 英文翻译 :    driing stiffness coefficient; driving stiffne coefficient; driving stiffness coefficient
• "制动刚度系数" 英文翻译 :    braking stiffne coefficient; braking stiffness coefficient
• "运动部件悬挂动刚度" 英文翻译 :    dynamic stiffenss ratio; dynamic stiffnesss of the moving element suspension
• "刚度" 英文翻译 :    [物理学] rigidity; stiffness; inflexibility; severity
• "传动刚带" 英文翻译 :    steel strip
• "转动" 英文翻译 :    转动turn; run; twirl; roll; revolve; rotate 没有动力, 机器就不能转动。 you can't make a machine work without power supply. 那轮子现在转动得很灵活。 the wheel turns freely now.
• "待命,挥动刚说喜" 英文翻译 :    the girlies on standby, waving just to say hi girlies; the girlies on standby, waving just to say higirlies
• "板刚度" 英文翻译 :    panel stiffness
• "比刚度" 英文翻译 :    modulus-to-density ratio; specific stiffness
• "磁刚度" 英文翻译 :    magnetic rigidity
• "负刚度" 英文翻译 :    negative rigidity; negative stiffness
• "刚度；劲度" 英文翻译 :    stiffness
• "刚度比" 英文翻译 :    ratio of rigidity; stiffness ratio
• "刚度法" 英文翻译 :    stiffne method; stiffness method
• "刚度计" 英文翻译 :    rigidimeter
• "刚度项" 英文翻译 :    stiffne term; stiffness term
• "角刚度" 英文翻译 :    angular rigidity; angular stiffness
• "劲度；刚度" 英文翻译 :    stiffness
• "静刚度" 英文翻译 :    static rigidity; static stiffness
• "主刚度" 英文翻译 :    principal stiffness

• Buckling analysis of prestressed hybrid structure
  连接转动刚度和算例分析
• Exact design equation of half right circular flexure hinge
  单边直圆柔性铰链转动刚度的精确计算公式
• Initial rotation stiffness calculation of semi - rigid composite joints
  半刚性组合节点初始转动刚度计算
• Bar - end rotation stiffness of continuous beam and its application in moment distribution method
  连续梁的杆端转动刚度及其在力矩分配法中的应用
• By contraries , lateral displacements are more in frame that include more flexible connections . finally , the formulas of moment of semi - rigid beam are derived
  而非支座结点在不同荷载步下的侧向位移则明显小于初始转动刚度较小的时候。
• Thus it is necessary to study moment resistance , rotationstiffness , rotation capacity of the joints and the effect of such joints on the behaviour of thecomposite frames
  因此有必要对半刚性钢-混凝土组合节点受弯承载力、转动刚度和转动能力及其对框架受力性能影响进行全面的研究。
• The test results show that the semi - rigid composite joints have higher moment resistance and rotation stiffness than steel joints , and composite joints have powerful rotation and dissipation energy capability
  试验结果表明，半刚性钢-混凝土组合节点具有较高的受弯承载能力与转动刚度，同时还具有良好的转动耗能能力。
• The concept of adding the contribution of rebar to a bare steel connection is utilized to form the stiffness of composite semi - rigid joints under hogging moment . upon this basis , the calculating formulas of initial rotation stiffness are presented . the calculated results show to be in good agreement with the test results
  本文认为，在负弯矩区，组合节点的转动刚度是由混凝土板内纵向钢筋与梁柱型钢连接部分各自的贡献叠加而成的，为了简化计算，这里忽略了受拉混凝土对节点转动刚度的影响。
• Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally , a program for calculating semi - rigid with incremental - iterative method has been
  本文的目的就是为半刚性连接钢框架的设计提供一种既符合工程实际又简便易行的计算方法，供规范使用过程的补充、延伸或参考；同时，也将促进半刚性连接钢框架设计技术的发展，为提高结构安全性能、节省工程成本发挥应有的作用。本文首先介绍了常见的几种应用较为广泛的梁柱连接弯矩转角关系模型，在分析比较的基础上，选用richard ? abbott函数模型作为外伸端板连接弯矩转角关系模型，通过对34个外伸端板连接的实验数据与回归分析得到的参数比较可知，经回归分析得到的此模型参数与实验数据符合较好。然后用弹簧表征连接点的转动刚度，根据梁的转角位移方程推导出半刚性连接的刚度矩阵，在单元刚度矩阵中考虑了节点柔性、几何非线性和剪切变形的影响，并对固端力进行了修正，最后用增量迭代法编制有限元程序进行计算和分析。
• The component methodintroduced in eurocode3 are adopted mainly to analyse the behaviour of the joints . thebending bearing capacity and initial stiffness of connections are obtained by calculating andanalysing each component of joint . the calculating result is compared with that of experimentand finite element software ansys , and the comparison result indicates a good agreement . changing the parameter of each component , the effects of each parameter of joint on thebending bearing capacity and initial rotational stiffness of connections are analysed
  主要采用欧洲规范ec3介绍的组件分析方法对节点性能进行分析研究,通过对各组件的受力性能分析计算得出整个节点的抗弯承载力及初始转动刚度,并将计算结果与试验结果及通用有限元分析软件ansys的分析结果进行了对比分析,计算结果与试验结果及有限元分析结果吻合较好。