对油墨重力对系统响应时间和稳定时间的影响，提出了一些初步的构想并进行了探讨。
This paper put forward some principal ideas on the effect number of ink gravity in the response time and the stabilization time and discussed on them.
本文利用欧洲非相干散射雷达数据，分析研究了电离层不同等离子体参量对大气重力波的响应之间的关系。
Relationships between ionospheric responses to atmospheric gravity waves in different plasma quantities are investigated with the help of European Incoherent Scatter radar data.
大陆岩石圈对构造作用、重力作用和热作用的响应在很大程度上取决于其流变强度。
Responses of continental lithosphere to structuring, gravitation and thermodynamics largely depend on its rheological strength.
提出了二维随机地震动输入实用模型，详细论述了重力坝结构随机地震动力响应的分析方法。
A practical model for earthquake movement input is proposed and the method for random seismic analysis of gravity dam is discussed.
提出了用二次序列响应面法分析重力坝可靠度的方法。
A method to analyze reliability of gravity DAMS using the second order sequence response surface method is described.
应用随机振动理论，研究了坝高和坝基刚度对重力坝地震响应的影响规律。
By random vibration theory, the effects of dam height and foundation stiffness of gravity dam on its seismic response are studied.
采用悬臂梁振型分解反应谱法研究重力坝地震响应。
The mode-superposition response spectrum method of cantilever is used to study the seismic response of gravity dam.
基于此，本文应用嵌入式滑移模型和钢筋刚化模型模拟混凝土重力坝配筋前后的地震动力响应，据此评价坝面配筋措施的抗震效果。
The dynamic response of a concrete dam before and after strengthening has been simulated by the embedded slip model and the reinforcement stiffening model respectively.
在数值计算中，分析了自由表面重力波及流体可压缩性及考虑流体的可压缩性与不可压缩性对相互作用体系动水压力和地震响应的影响。
In numerical computations, the influences of the free surface gravity waves, the fluid compressibility or non-compressibility on the hydro-dynamic pressure and on th...
采用粘-弹性人工边界条件应用于重力坝的动力响应分析中，解决了波在边界上的反射问题。
Under the viscous-spring artificial boundary condition, the input method of seismis wave from the artificial boundary is compared with that from the surface of the dam foundation, and ther.
采用粘-弹性人工边界条件应用于重力坝的动力响应分析中，解决了波在边界上的反射问题。
Under the viscous-spring artificial boundary condition, the input method of seismis wave from the artificial boundary is compared with that from the surface of the dam foundation, and ther.
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