地震能量

  • 网络Seismic energy;earthquake energy
地震能量地震能量
  1. Zn的塑性变形改变材料的自振周期,同时吸收地震能量。

    Plastic distortion of Zn can alter composite vibration cycle , and absorb earthquake energy .

  2. 动力消震是利用共振原理在结构上附加质量调谐阻尼器(TMD),使TMD共振消耗地震能量来减弱结构的动力反应。

    Dynamic absorption applies the principle of common vibration to adding TMD to structures , makes TMD common vibration to absorb the earthquake energy to reduce the dynamic responses of structure .

  3. 地震能量的集中与耗散方法在TMD系统中的应用

    Application of the method of gathering and dissipating of energy in the tuned mass damper system

  4. 在网壳屋盖内合理布置BRBs可有效吸收地震能量从而减小网壳结构自身的地震响应,结构位移及杆件内力大幅度下降。

    Reasonable layout of BRBs made seismic energy effectively be absorbed by BRBs , so that the response of lattice shell roof to the earthquake was reduced to a great extent .

  5. 矿山地震能量极值分布的研究及其应用

    Application of Energy Extreme Distribution in Prediction of Strong Mining Tremor

  6. 考虑持时作用的地震能量表达式

    Expression for earthquake energy with duration action taken in to account

  7. 基于功率谱的爆破地震能量分析方法

    An energy analysis method for blast-induced seismic based on power spectrum

  8. 闽台地区地震能量的相关分析

    An analysis of correlation On seismic energy in Fujian-Taiwan Area

  9. 首都圈年累积释放地震能量的拓扑预测

    Topological forcast accumulated seismic energy released annually in Beijing area

  10. 单自由度体系非线性地震能量反应的计算

    Calculation of seismic energy response for nonlinear single degree of freedom system

  11. 不同阻尼体系地震能量输入及阻尼能量耗散计算分析

    Calculating analysis of energy input and dissipation of systems with different damping characteristics

  12. 地震能量空间分布局域标度特性的初步研究

    A preliminary study on local scaling features of spatial energy distribution of earthquakes

  13. 耗能梁段能耗散90%的地震能量,是偏心支撑框架耗能的关键。

    Link can dissipate 90 percent of seismic energy .

  14. 水库附近最大的地震能量释放点又在哪里?

    Where was the highest seismic energy release & close to the reservoir ?

  15. 结构中地震能量的集中与耗散

    Shift and Dissipation of Seismic Energy in Structures

  16. 用地震能量释放的方位特征分析唐山地震前后的应力场

    Analysing stress field before and after Tangshan earthquake with azimuthal feature releasing seismic energy

  17. 用宽频带辐射能量检验地震能量标度性

    Testing the scaling law of earthquake energy in the perspective of broad frequency band

  18. 江苏及邻区中小地震能量场的时空变化分析

    Analysis Space-time Characteristics on Energy Field of Seismicity in Jiangsu and Its Neighboring Areas

  19. 混凝土延性柱耗能器中延性柱屈服后等效粘滞阻尼系数迅速增大,消耗地震能量的能力增大;

    After the damper with concrete ductility column yields , equivalent viscous damper factor increases rapidly .

  20. 地震能量来自于块体间撞击或摩擦时损失的动能。

    The energy of an earthquake results from the power differences of block bumping or rubbing .

  21. 阻尼器是结构中的专用消耗地震能量(也可以消耗其它动力输入的能量)的构件。

    Dampers added to structures are responsible for consuming energy introduced by earthquake or other dynamic inputs .

  22. 按照地震能量的释放规律和序列活动的特点,可以分为三个基本类型,震群型是其中一种类型。

    Such characteristics can be divided into three types , one among which is the swarm type .

  23. 吉林深震的构造背景和区域地震能量的异常讨论

    Discussion about the relationship between tectonic backgrounds of deep earthquake in Jilin Province and regional seismic energy anomaly

  24. 引进了粗略估算地震能量转换因子的方法。

    A method to estimate roughly the factor for transforming , earthquake energy into wave energy has been introduced .

  25. 所以在今后若干年内该系统地震能量释放水平会有所增强,但不会快速增强。

    So in some future years the earthquake energy release level in the system will rise but not rise rapidly .

  26. 据此,讨论了风能异常与地震能量经验公式应用于地震预报的可能性。

    Accordingly , the possibility of applying the empirical formula between wind-energy abnormality and earthquake energy to earthquake predictions is discussed .

  27. 他们的结论是冲撞的构造力量在北川地区正在增长,足已造成岀一次地震能量的集中爆发。

    They concluded that clashing tectonic forces were growing in Beichuan , ready to burst in an explosion of seismic energy .

  28. 1904&1980年全球浅源地震能量释放的隐含周期性探讨

    The preliminary discussion on the latent periodicity of the energy 's release for the global shallow earthquakes from 1904 to 1980

  29. 指出了期中地震能量积累、大释放、剩余释放三阶段各自不同的特点;

    The different features for three stages of accumulation , release and residual release of seismic energy have been also pointed out .

  30. 隔震结构通过设置隔震层能够吸收并消耗地震能量,减小了上部结构的地震反应。

    By incorporating isolated layer , which can absorb and dissipate seismic energy , the response of the upper structure is reduced .