1.
Margin Adaptive Bit Loading for OFDM Using Limited Feedback
OFDM系统中基于有限反馈的余量自适应比特加载
2.
Dynamic characteristics experiment study of loading rock based on theory of load/unload response ratio
基于加卸载响应比的载荷岩石动力学特征试验研究
3.
THE TEMPO-SPATIAL EVOLUTION CHARACTERISTICS OF THE LOAD/UNLOAD RESPONSE RATIO BEFORE STRONG EARTHQUAKES IN CALIFORNIA OF AMERICA AND ITS PREDICTING IMPLICATIONS
美国加州地区地震前加卸载响应比的时空演化特征及预测意义
4.
THE CHARACTERISTICS OF LOAD-UNLOAD RESPONSE RATIO BEFORE AND AFTER THE Ms 4.6 DAQIAO RESERVOIR EARTHQUAKE
大桥水库4.6级地震前后的库水加卸载响应比变化特征
5.
The new machine can increase3 times the payload asagainst1988.
新机器的有效载荷比1988年增加了两倍。
6.
Study on the Rock Mechanics Characteristic by Cyclic Load and Statics Load Fit Together;
循环荷载与静载组合加载下岩石的力学特性试验研究
7.
PROPAGATION CHARACTERISTICS OF A CIRCULAR WAVEGUIDE ECCENTRICALLY LOADED WITH CHIRAL MEDIA
回旋媒质偏心加载圆波导的传输特性
8.
Study on Failure and Fragmentation Characteristics of Rock under Static-Dynamic Coupling Loading;
动静组合加载下的岩石破坏特性研究
9.
Study on the Characteristic of Far-infrared Radiation Heating Using Hot Fluid;
流体载热远红外辐射加热特性的研究
10.
Study of deformation of rock salt under cycling loading and unloading
循环加、卸载下盐岩变形特性试验研究
11.
Loss property of CPW phase shifter loaded with capacitor
电容加载共面波导移相器的损耗特性
12.
The Relationship between the Rock Blasting Fragmentation and it's Acoustic Properties
岩石爆炸加载破碎特性与其声学特性关系
13.
The reasonable axial compression, load angle and the ratio of stirrup of special-shaped columns are gained from the contrastive analysis.
通过对比分析，得出了异形柱比较合理的轴压比和加载角度。
14.
For the multiaxial proportional loading, the dispersion degree of fatigue cracks was low.
在多轴比例加载条件下，裂纹分布的分散性较小。
15.
Study on Mechanism and Influencing Factors for California Bearing Ratio Tests
加州承载比试验作用机理和影响因素研究
16.
Constitutive Theory of Crystal Plasticity under Non-Proportional Cyclic Loading;
非比例循环加载下的晶体塑性本构理论
17.
Study on Reinforcement-curtain Effect and Pile-soil Load Share Ratio of Pile Groups;
群桩“加筋遮帘”效应及桩土荷载分担比研究
18.
Comparative Research on Consolidation Methods of Soft Clay Foudation in FoShan under Embankment;
路堤荷载下佛山市软土地基加固方法比较研究