2) hyperelastic half space
任意切向荷载
1.
The analytic solution to hyperelastic half space with arbitrary tangential load;
任意切向荷载下超弹性半空间的解析解
3) arbitrary loading
任意荷载
1.
One-dimensional nonlinear consolidation of underconsolidation clay under arbitrary loadings;
任意荷载下欠固结地基的非线性一维固结
2.
Based on the layered visco_elastic soil model, according to the Terzaghi s one dimensional consolidation theory, by the method of Laplace transform and matrix transfer technique, the problems about the consolidation of layered and saturated visco_elastic soils under arbitrary loading were solved.
针对成层粘弹性地基模型 ,运用Laplace变换及矩阵传递法求解了任意荷载下成层粘弹性地基一维变形问题 ,得到了频域内的通解 ,通过Laplace逆变换 ,即可计算成层粘弹性地基在任意荷载下的一维变形· Terzaghi一维固结理论解是本文的一个特例· 结合三层地基的算例 ,可以看到粘弹性地基的固结相对于弹性地基有个滞后过程 ,但随时间最终趋于一致 ;循环荷载下粘弹性多层地基固结时 ,其有效应力和变形都呈振荡增长 ,且不与荷载同步 ,而要相对滞后· 此外 ,通过一工程实例 ,对该方法的可靠性进行论证 ,以证明该法确能指导工程实
3.
By the method of Laplace transform and matrix transfer technique, according to the layered soil model, one dimensional consolidation of layered elastic soils under arbitrary loading has been studied in this paper.
针对成层弹性地基模型，运用Ｌａｐｌａｃｅ变换及矩阵传递法求解了任意荷载下成层弹性地基一维固结问题，得到了频域内的通解，通过Ｌａｐｌａｃｅ逆变换，即可计算成层弹性地基在任意荷载下的一维团结。
4) lateral loads
横向载荷
1.
Study on deflection of rigid piles under lateral loads;
横向载荷作用下刚性桩变位规律研究
5) lateral load
横向荷载
1.
Stability of beams on modified Vlasov foundation subjected to lateral loads acting on the ends;
端部横向荷载作用下改进Vlasov地基上梁的稳定性
2.
Internal force and displacement analysis of DX pile under the action of lateral load;
横向荷载下DX桩的内力和位移分析
3.
Analysis and numerical modeling of pile-soil interface with lateral load;
横向荷载下桩土交界面的分析与数值模拟
6) transverse load
横向载荷
1.
The deck deformation was numerically analyzed under the influence of transverse load,longitudinal bending moment and both of them.
分别在横向载荷、总纵弯矩及二者共同作用等3种情形下,对舰船甲板的变形特性进行了计算。
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