The basic equations are built on the basis of elastic theory.
基于弹性理论，建立了复合材料脱层梁的基本方程式。
The method is based on two problems of the plane elastic theory.
此法以平面弹性力学的两个问题为基础，而此两问题的解是已知的。
Analytic results agree to analytic conclusions with the elastic theory method.
并与弹性理论法分析结论一致。
First, the generalized elastic theory is employed into in single pile analysis.
把广义弹性理论法用于单桩分析，建立了相应的模型和公式。
The elastic instability of a gel cylinder was researched with classical elastic theory.
采用弹性理论研究了圆柱形胶体在表面张力作用下的弹性失稳问题；
Most achievements of classical soil mechanics are set up on the basis of elastic theory.
古典土力学的大部分成果是建立在弹性理论基础上的。
The contact zone width of crane wheel with track is analyzed by plane stress elastic theory.
采用平面应力弹性理论，对吊车车轮与轨道的接触区尺寸进行理论分析。
The results are available to correct the residual stress based on the linear elastic theory.
所得结果可用以对基于线弹性理论的残余应力值进行修正。
The basic equations, including the transverse shear, are built on the basis of elastic theory.
基于弹性理论建立了考虑横向剪切变形时复合材料脱层梁的基本方程序。
Based on the elastic theory, the establishment of super-long tubes of ring pre-stress was studied.
基于弹性理论，对超长筒体结构中环向预应力的建立与分布进行了研究。
The paper discusses shear key's species, test of bearing capacity and elastic theory and plastic theory.
探讨了剪力键的类型、试验承载力、以及其弹性和塑性设计方法。
Based on the elastic theory method, a new nonlinear model for single pile settlement analysis is proposed.
以弹性理论为基础，提出一种单桩非线性沉降分析新模型。
Elastic theory is applicable to the design and calculation of medium span self anchored suspension Bridges.
弹性理论适合于中小跨度的自锚式悬索桥的设计和计算。
In addition, some comparisons can be made between load transfer method and elastic theory method in this paper.
另外，本文还对荷载传递函数法和弹性理论法在壁板桩中的应用进行了初步对比。
The retaining wall for remaining stability of slope are all designed as plane strain problem in elastic theory.
维护边坡稳定的挡土墙设计，都是按弹性力学平面应变问题分析的。
Based on layered elastic theory, the layered elastic moduli of asphalt pavement were predicted using BP neural network.
基于层状弹性理论，利用BP神经网络预测沥青路面结构层弹性模量。
Based on the elastic theory, a set of matching equation of the contact displacements is solved by the trial and error method.
基于弹性理论，以试凑法求解一组接触面间位移的协调方程。
Based on elastic theory and rock mechanics, the mechanical stability of wellbore of multilateral junctions is analyzed and researched.
本文以弹性理论与岩石力学为基础，对分支井的连接井段井壁力学稳定性进行分析和研究。
In this paper, an analytical solution of twisted vibration problem for spherical shells is obtained by the three dimensional elastic theory.
本文用三维弹性力学理论求得球壳轴对称扭转振动问题的解析解。
The computation shows that the observed pressure distribution can be well reproduced by the elastic theory with a spatial varying bulk modulus.
计算表明用考虑了体弹模量随空间变化的弹性理论能很好地再现出观测到的压力分布。
According to the elastic theory, this paper gives partition Law of stress and quantitative answers over the overlap joint weld on skirted support.
利用弹性理论，分析推证出了裙式支座搭接焊逢内的应力分布规律及其定量解答。
Two classes of plane fracture problems of anisotropic functionally graded materials have been explored by using elastic theory and crack knowledge.
借助弹性力学理论和断裂力学知识，探讨了两类各向异性功能梯度材料平面断裂问题。
It is the fundamental reason why the calculated values of settlement and interaction effect, according to elastic theory, are larger than those measured.
这是导致按弹性理论计算沉降和相互作用影响偏大的基本原因。
After compared with the result of tests and fitting formula, it is reasonable to deduce the resolution of tube wall stiffness based on the elastic theory.
基于经典弹性板壳理论推导管壁变形解答，得到管壁变形的解析表达式，并以此计算管壁变形刚度。
Based on elastic theory and assumption that there is embedded deformation between pile and soil, the deformation and load of pile under lateral load are analyzed.
在弹性理论的基础上，假设桩-土之间有嵌入变形以模拟土的塑性，分析了水平荷载作用下桩基的荷载-变形特性。
The more practical and simple distinguishing model, ofthe rolled strip's stabilization is set up with energy method that depends on small-deflection elastic theory.
以弹性小挠度理论，采用能量法建立了较简便实用的轧后带材失稳判别模型。
According to the nonhomogeneous anisotropic elastic theory, a calculation model of the composite material plate with the circular hole in joint structures is set up.
本文针对连接结构中含圆孔的复合材料板，根据非均质各向异性弹性理论建立计算模型。
Secondly, a formula for calculating effective length of flexible pile under stiff foundation is set up based on elastic theory and displacement cooperation relations.
根据弹性理论分别计算桩土压缩量，并考虑在刚性基础条件下桩土位移的协调关系，得到了在刚性基础下柔性桩复合地基有效桩长计算公式。
Secondly, a formula for calculating effective length of flexible pile under stiff foundation is set up based on elastic theory and displacement cooperation relations.
根据弹性理论分别计算桩土压缩量，并考虑在刚性基础条件下桩土位移的协调关系，得到了在刚性基础下柔性桩复合地基有效桩长计算公式。
应用推荐