变形模型 meaning in English
distorted pattern
distoted pattern
Examples
- Three factors , that beam reinforcement relative diameter , concrete intensity , axial compression ratio are considered in the model of slip of longitudinal reinforcement passing through joint , and the correlation between shear deformation and cycle number are simulated four factors that concrete intensity , axial compression ratio , shear compression ratio , hoop reinforcement characteristic number are considered in the model of joint shear deformation , and the correlation between joint shear deformation and cycle number are also simulated
贯穿节点梁筋的滑移模型考虑了贯穿梁筋的相对直径、混凝土强度及轴压比三个因素，并根据试验结果模拟出滑移量随循环次数的变化规律。节点剪切变形模型考虑了混凝土强度、轴压比、剪压比、节点配箍特征值四个因素，并根据试验结果模拟出节点剪切变形量随循环次数的变化规律。 - The main contents are as follows : 1 . the experimental data of autogenous volume deformation of concrete with mgo admixture ( mgo concrete for short ) was comprehensively analyzed , then the exponent model and hyperbola model for autogenous volume deformation of mgo concrete were discussed . at the same time , the autogenous volume deformation model of concrete that has 4 . 5 % mgo content was developed
主要研究内容如下： 1 、对外掺mgo混凝土的自生体积变形试验资料进行综合分析研究，在此基础上，探讨了外掺mgo混凝土自生体积变形的指数模型和双曲线模型，并建立了外掺mgo掺量为4 . 5混凝土自生体积变形模型。 - In these two experiments , it includes test scheme . outer precision estimation , inner precision estimation . the data collecting is in accordance with ii order leveling measuring and ii order distance network . these two experiments test the reasonable of datum consistency and the method of mean gap building deformation model
该实验验证了对于基准问题的分析和平均间隙法对位移量的探测情况；在水平位移变形监测网的实验中，数据采集按二等测边网测量精度进行，证实了用平均间隙法判断稳定点，进而确定变形模型的合理性。 - Considering the joint core deformation effect , the existing cantilever program was assembled with the slip deformation model of longitudinal reinforcement passing through joint and the shear deformation model of joint to obtain the program for simulation of hysteretic characteristics of beam - column subassemblage
本文考虑节点区变形的影响，为原有程序组装了节点区贯穿节点梁筋的滑移变形模型和节点剪切变形模型，得到梁柱组合体在低周交变加载下的梁端荷载-位移滞回规律模拟程序。 - Through approximating the deformation space by using curve and surface offset techniques , we obtain a unified space deformation model . thus the sampling problem is solve naturally at the same time , we provide a unified kernel for the implementation of different space deformation models
通过对曲线、曲面控制变形中的变形空间进行等距逼近的方法，我们实现了一个一维、二维、三维控制手段的统一空间变形模型，这种统一不但自然地解决了曲线、曲面控制变形中的采样问题，同时为实现各种空间变形提供了一个统一的数学模型。