Chinese translation for "displacement equation"
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- 驱替方程
Related Translations:
- Example Sentences:
| 1. | Disassembling part - units were obtained after judging the disassembling of connective part - units by possible displacement equation groups and corresponding algorithms were presented
用递阶结构图表达各拆卸层次的子拆卸单元，并给出递阶结构图的构造方法。 | | 2. | According to the characteristics of the micromanipulator , the kinematics of the micromanipulator is analyed , and obtains the input / ouotput displacement equation , the micro displacements equations of the flexure hinges and the workspace of the micromanipulator
针对微动机器人的特点,进行了运动学分析,得出微动机器人的输入输出位移方程、柔性铰链的微动方程以及微动机器人的工作空间等。 | | 3. | 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。 | | 4. | The present findings of nonlinear research in frame structures , and the methods for design of second - order effect in the codes from china and other countries , were briefly introduced in this paper . the contents and methods of design and calculating about second - order effect in gb50017 - 2003 were discussed as well . a rotational displacement equation for geometric nonlinear structures was derived , and then a nonlinear finite element program for rigid frames was compiled by fortran
本文简要地介绍了框架结构非线性研究的现状以及各国规范对框架二阶效应的设计内容和方法；对我国《钢结构设计规范》 gb50017 - 2003给出的考虑框架结构二阶效应的方法进行了探讨；推导了基于几何非线性框架的转角位移方程，在此理论基础上用fortran语言编制了刚性框架二阶内力分析的有限元计算程序，并用此结构分析程序对多种框架进行了一阶和二阶的弹性分析，讨论了二阶效应在框架分析中不应忽略的原因，同时分析了影响框架二阶效应的因素。 | | 5. | Then a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring . basing on rotation and displacement equation , we obtain the element stiffness matrixes with semi - rigid connections where the effects of material nonlinear , hysteresis behavior and shear forces in the connection deformations have been considered in and at the same time we modify the fixed - end forces . finally , a program for calculating the elastic - plastic earthquake seismic of semi - rigid connected steel frame structure by step and step integration of wilson -
本文在介绍和分析半刚性连接弯矩与转角连接关系模型的基础上，用带有转动刚度的弹簧表征半刚性连接，推导出半刚性连接的刚度矩阵，并对杆件固端力进行修正，同时在考虑剪切变形、材料弹塑性、及构件的动力滞回性能的基础上，编制了结构弹塑性地震动力时程分析有限元计算程序。 | | 6. | 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 of jointed flexibility and shear forces in the connection deformations have been considered in and fixed - end forces are modified . finally , a program for calculating system reliability of semi - ridge steel frames with monte carlo method and finite element analysis has compiled for calculating and analyzing . by calculating results of several examples for steel frame in semi - rigid joints case show the change of joint stiffness and other kinds of factors affect the system
接着本文在介绍和分析半刚性连接弯矩和转角关系模型的基础上，用带有转动刚度的弹簧表征半刚性连接，推导出半刚性连接的刚度矩阵，对固端力进行修正，同时考虑了剪切变形的影响，编制了半刚接钢结构平面框架的有限元程序bhpfl ，并在其基础上编制了基于蒙特卡洛法的montecarlo - bhpfl有限元相结合的方法，进行体系可靠度的分析。 |
- Similar Words：
- "displacement efficiency" Chinese translation, "displacement electron" Chinese translation, "displacement electrophoresis" Chinese translation, "displacement energy" Chinese translation, "displacement engine" Chinese translation, "displacement error" Chinese translation, "displacement experiment" Chinese translation, "displacement factor" Chinese translation, "displacement fault" Chinese translation, "displacement feedback" Chinese translation
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