1) elastic half-space dislocation theory
弹性半空间位错理论
3) dislocation model in elastic half space
弹性半空间位错模型
4) spatial elasticity theory
空间弹性理论
1.
Aiming at the failure phenomenon of some shaft lining surrounded by special strata,on the basis of simulation tests the authors preliminariy approach the stress calculation of shaft lining acted by gravity,ground pressure and an additional force by the spatial elasticity theory,and put forward an approximate but practical formula for calculating the stresses of shaft lining.
针对华东地区立井井壁破坏现象,结合模拟试验研究的成果,用空间弹性理论对承受地压、自重和附加力的立井井壁应力计算进行了探讨,导出近似可用的井壁应力计算公式,通过实例计算证明了附加力是导致井壁破坏的主要原因,故井壁设计应当考虑附加力的影响。
5) elastic half-space
弹性半空间
1.
Dynamic response of initially stressed moderately thick rectangular plates on elastic half-space foundations;
弹性半空间地基上四边自由中厚矩形板的动力响应
2.
Analytic solution of non-axisymmetric problems in transversely isotropic elastic half-space;
横观各向同性弹性半空间非轴对称问题解析解
3.
The analysis series to general bending of circular plates on elastic half-space;
弹性半空间上圆板的弯曲分析
6) elastic half space
弹性半空间
1.
Based on Reissner-Mindlin first order shear deformation theory,the free and forced vibration analysis for an initially stressed,moderately thick rectangular plate with four free edges on elastic half space foundation was presented.
基于Reissner-Mindlin一阶剪切变形理论,讨论在预加面内机械荷载作用下,弹性半空间地基上四边自由中厚矩形板的横向振动问题。
2.
Based on the theory of elastic half space, bi-direction interpolation method together with third-order spline function method is used to calculate the dynami.
针对正压冲固平台在波浪和海流作用下动力响应问题,应用Morison方程和Stokes五阶波理论计算波浪和海流合力;基于弹性半空间理论并采用三次样条函数双向插值方法求解基础的动刚度和阻尼;在此基础上采用有限元方法计算该平台的动力响应。
3.
An analytic method is developed for the problem of scattering of SH-wave and dynamic stress concentration around a circular cavity near the interface of elastic half space.
建立了求解在含有圆形孔洞的弹性半空间中SH波散射与圆形孔洞附近动应力集中问题的解析方法。
补充资料:间位
分子式:
CAS号:
性质:苯环上,以一个带有取代基的碳原子为标准,与它相间的碳原子的位置,称为间位。即1,3位。
CAS号:
性质:苯环上,以一个带有取代基的碳原子为标准,与它相间的碳原子的位置,称为间位。即1,3位。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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