As a prosperous method for material science research, the technology of shock wave loading is becoming more and more emphatic.
冲击波加载技术作为一种极具潜力的材料科学研究手段正逐渐为人们所重视。
Wave-induced pore pressure and effective stresses in the saturated porous seabed under wave loading are the main factors that govern the overall stability of submarine pipelines.
波浪作用下海床中的孔隙水压力与有效应力是影响海底管线稳定性的主要因素。
The wave loading and the modeling of the soil base are also discussed.
本文还探讨了波浪荷载转化为节点荷载以及土壤地基的模型化问题。
On the basis of diffraction theory the wave loading on an SFT was solved by the source distribution method;
采用波浪绕射理论和源汇法对悬浮隧道所受波浪荷载进行了求解。
The parametric properties affecting the response of soil-bed to wave loading are also analysed and discussed.
文章还对影响土床对波浪响应的参量特性进行了分析和讨论。
Therefore evaluation of dynamic response of seabed under wave loading is of major importance and is discussed in this thesis.
因此，波浪荷载作用下海床动力反应的分析与计算具有重要意义，本文对此进行了研究。
Fatigue damage of ship and ocean engineering structures will caused by fluctuation loadings, such as wave loading, during their service time.
船舶与海洋结构物在其服役过程中受到波浪等载荷的交变作用而引起结构的疲劳损伤。
Scattering of steady_state SH_waves and dynamic stress concentration are studied with circular holes in piezoelectric medium under incident antiplane shear wave loading.
利用复变函数和波函数展开法，对稳态SH波在含有圆形孔洞的无限弹性压电介质中的散射与动应力集中问题进行研究。
Scattering of steady_state SH_waves and dynamic stress concentration are studied with circular holes in piezoelectric medium under incident antiplane shear wave loading.
利用复变函数和波函数展开法，对稳态SH波在含有圆形孔洞的无限弹性压电介质中的散射与动应力集中问题进行研究。
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