The transverse shear deformation effect is included by use of Mindlin-Reissner first-order shear deformation theory.
分析了计及高阶横向剪切变形的正交各向异性弹性板自由振动的问题。
The deformation effect of foundation is considered, and the stability of continuous rigid bridge pier is analyzed by means of energy method.
考虑地基弹性变形影响，用能量法对桥墩的稳定性作了详细的分析。
The analyses show that the transverse shear deformation effect has a significant influence on the thick reinforced concrete slabs and the concentrated load condition.
分析表明，横向剪切变形对钢筋混凝土厚板及集中荷载的影响很大。
Based on the research results as above, the deformation effect of dynamic consolidation foundation and dynamic consolidation tests are studied deeply and some valuable conclusion are obtained.
在此基础上，对强夯试验和强夯地基的变形效应进行了较为深入研究，得出了一些有益的结论。
Based on the research results as above, the deformation effect of dynamic consolidation foundation and dynamic consolidation tests are studied deeply and some valuable conclusion are obtained.
在此基础上，对强夯试验和强夯地基的变形效应进行了较为深入研究，得出了一些有益的结论。
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