共同变形 meaning in Chinese
concurrent deformation
Examples
- The corresponding fortran programs are designed for the mutual deformation analysis methods proposed in this paper
本文提出的共同变形正、反分析方法己编制了相应的fortran计算程序。 - The deformation characteristics of pavement section and composite foundation under cyclic traffic load are analyzed with the fem program
运用本文编制的动态弹塑性有限元程序，计算分析了循环动力加载条件下道路横截面与复合地基及软土地基共同变形特性。 - Combined with the geotechnical engineering back - analysis theory , the displacement back - analysis method , which is based on the spatial mutual deformation theory , for deep foundation pit is also built up
在前述正分析方法的基础上，结合岩土工程反分析基本理论，本文还建立了深基坑空间共同变形法的位移反分析方法。 - Many types of dynamic load can be used to analyze the problems of interaction of soils and structures with this program . and it is necessary to use effective stress method to study dynamic deformation problems of soil subgrade . for convenience , traffic load is simplified as half - sinusoidal load , and the soil of subgrade is assumed to be strain - hardening
将交通荷载简化为半波正弦荷载，假定地基土体为硬化型土，运用本文编制的动态弹塑性有限元程序，分析了单次动力加载和循环动力加载条件下道路横截面与软土地基共同变形特性。 - In contrast , taken as a contact problem , the principal characters of the interfaces can be reflected : ( 1 ) the contact interface is of shear strength which implies that a generic pair of contact points on the interface will displace coincidentally if the tangential force at this point has not reached the limit resistance , else , relative slide between the points will occur along the tangential direction . ( 2 ) no matter the relative slide occurs or not , the contact bodies cannot invade each other in any wise
同时指出，将桩土相互作用按接触问题来处理，可以更好地反映出该接触面的主要力学特征，即： ( 1 )接触面具有相应的“抗剪强度” ，即当接触面上的某一点处的切向应力小于该点处的抗剪强度时，该处桩土共同变形；达到其抗剪强度时，则沿切向发生滑动； ( 2 )在整个变形过程中，桩与土不能互相侵入。