1.
The Effective Static Wind Load and the Top Acceleration Response of Liede A3# Building
猎德地块A3栋等效静力风荷载及峰值加速度响应
2.
The Influence of Epicenter Distance to Peak Ground Acceleration on Different Sites
震中距对不同类别场地峰值加速度的影响
3.
Influence of Reentry Velocity and Reentry Angle on Peak Aerodynamic Heating Rate of Manned Spacecraf
飞船再入速度和再入角对气动加热率峰值的影响
4.
Using Observational Data from the Aftershocks of Wenchuan Great Earthquake to Study the Influence of Geography on Peak Ground Acceleration
利用汶川余震流动观测资料探讨地形对峰值加速度的影响
5.
The results show that as the capacitance decreasing,the alternation between efficiency peak value and speed peak value are increased.
得出的结论为:随着电容减小,效率峰值与速度峰值的交互作用增加。
6.
The Research on The Ground Motion Peak Acceleration Distribution Related With Probability OF Earthquake Intensity
基于概率烈度的地面加速度峰值分布的分析
7.
PREDICTION OF GROUND MOTION PEAK ACCELERATION OF CONSTRUCTION SITES IN QINIIUANGDAO
秦皇岛市工程场地地面运动峰值加速度预测
8.
Change Law of Horizontal Peak Ground Acceleration on Different Category Site
不同类别场地水平向峰值加速度的变化规律
9.
THE INTENSITY AND PGA OF JAN. 4, 1988 LINGWU EARTHQUAKE(M_s=5.5), NINGXIA ESTIMATED BY DAMAGE OF MULTI-STORY BRICK BUILDING
由多层砖房墙体震害估计1988年灵武5.5级地震的峰值加速度和烈度
10.
electricity supply peak meter
电力供应峰值电度表
11.
Displacement velocity and acceleration shock response spectrum
位移、速度和加速度冲击响应谱
12.
Analysis on Relationship Between 3-level Exceeding Probability(EP) and Horizontal PGA
三水准超越概率水平地震动峰值加速度关系分析
13.
NUMERICAL SIMULATION OF ACCELERATED FLOW PAST AN AIRFOIL : INFLUENCE OF ACCELERATION
绕翼型加速流动的数值模拟—加速度的影响
14.
Effects of Ball-mill Treatment on Maize Starch Pasting Temperature and Its Peak Viscosity Studied with Response Surface Design(RSD)
响应面法分析球磨处理对玉米淀粉成糊温度和峰值黏度的影响
15.
The pixel rendering peak value rate is 260 Mpixels per second.
象素处理峰值速度为每秒2.6亿个象素.
16.
Max. burst length at peak rate (bytes)
峰值速率时的最大突发长度(字节)
17.
When new stress induced microcracks present, the stress values are different, along with it, the clay content and porosity are not alike.
S波速度峰值点的应力值大小，随砂岩的孔隙度和粘土含量的不同而不同。
18.
Interval estimation method of random seismic peak response for non-classically dynamic system under earthquake fortification level
设防烈度下非比例阻尼结构地震随机响应峰值区间估计方法