1) tensionless elastic half-space
无拉力弹性半空间地基
1.
Based on Reissner-Mindlin first order shear deformation plate theory, the dynamic response of an initially stressed, moderately thick plate with four free edges resting on a tensionless elastic half-space foundation is presented.
基于Reissner-Mindlin一阶剪切变形板理论,讨论在预加面内机械荷载和温度场作用下,无拉力弹性半空间地基上四边自由中厚板在动荷载作用下的动力特性。
2) tensionless half-space foundation
无拉力半空间地基
1.
Linear complementary method for the statics analysis of beams on tensionless half-space foundation;
无拉力半空间地基梁静力分析的线性互补解法
3) semi-infinite elastic foundation
弹性半空间地基
1.
Combined the integral representations for displacements of the semi-infinite elastic foundation subjected to arbitrary vertical dead load with the bending analytic solution of an elastic rectangle plate with four free edges rested on the semi-infinite elastic foundation, an efficient calculating technique for foundation displacements is developed.
将弹性半空间地基受任意竖向荷载作用下的静力位移积分变换解与弹性半空间地基上四边自由矩形板受任意竖向荷载作用下的弯曲解析解相结合,建立了求解板下地基位移的一般方法。
2.
The method of double Fourier transform was employed in the analysis of the semi-infinite elastic foundation with vertical load.
采用双重Fourier变换,分析得到弹性半空间地基受竖向稳态荷载作用下的积分变换解。
3.
The integral transform solution of the semi-infinite elastic foundation under vertical steady loading is combined with the analytic solution of an elastic beam with two free ends,which leads to an analytical solution of the beam with two free ends on the semi-infinite elastic foundation.
将弹性半空间地基受任意横向荷载作用下的静力位移积分变换解与两端自由梁的弯曲解析解相结合,采用三角级数展开的方法,对地基反力不做任何假设,求得了弹性半空间地基上两端自由梁受任意横向荷载作用下的解析解,包括梁的挠度、弯矩及梁与地基之间的接触反力。
4) elastic half-space foundation
弹性半空间地基
1.
Contact stress of foundation soil taken as a unknown function and interpo-lated approximately,beams and elastic half-space foundation are analytically solved respectively,Using displacement agreement,the displacements,rotation angles,bending moments and shear forces of beams and contact stress are obtained.
研究了考虑剪切变形时弹性半空间地基梁的静力分析。
2.
Because of the complexity, the analysis of mid-thick round plate and conical shell on the elastic half-space foundation is few.
鉴于问题的复杂性，就目前对课题的已有研究来看，对弹性半空间地基上中厚圆板、圆锥壳的分析还不多见。
5) semiinfinite-elastic-subgrade-space-member-storey model
半无限大弹性地基-空间杆系-层模型
6) elastic semi-space soil model
弹性半空间地基模型
补充资料：半空
1.半数已空。 2.谓空中。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条