地震峰值加速度,peak acceleration of earthquake
1)peak acceleration of earthquake地震峰值加速度
1.The main target of this thesis is as follows:1、Study the influence of the soft soil layer topeak acceleration of earthquake, mainly study the thickness and depth of the soft soil layer to analysis the amplification effect or reduction effect ofpeak acceleration of earthquake.主要研究软弱土层的厚度和软弱土层的覆盖层厚度来分析对地震峰值加速度的放大效应和缩小效应。
2)Peak ground acceleration地震动峰值加速度
1.However,there does exist an obvious relation between these landslides and earthquake magnitude or peak ground acceleration (PGA).分析表明汶川地震诱发崩滑与地震烈度存在相关性,但没有明确的对应关系,与震级、地震动峰值加速度关系较为密切。
英文短句/例句
1.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
2.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
3.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
4.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
5.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
6.Variations of seismic design acceleration amplitude with depth for underground structures地下工程设计地震动加速度幅值变化研究
7.Numerical Simulation of Spectra-compatible Seismic Ground Motion基于设计加速度反应谱的地震动时程数值模拟
8.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
9.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
10.The variations of amplitude of earthquake acceleration, normalized response spectrum (NRS) and bi-normalized response spectrum (BNRS) with depth were evaluated.结果表明，地震动加速度幅值随深度的增加而减小，在浅层的变化速度较快。
11.The Development and Application of Simulation of Earthquake Accelerations;地震动加速度模拟软件的开发与应用
12.The preliminary analysis of strong ground motion records from the M_s 8.0 Wenchuan Earthquake汶川8.0级地震强震动加速度记录的初步分析
13.accelerometer type seismometer加速度式地震检滤器
14.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
15.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
16.2. synthesis of acceleration time while seismic oscillation is input to the bedrock ;(2)基岩输入地震动加速度时间过程的人工合成;
17.Study on the Effect of Site Condition to Ground Motion Amplitude and Attenuation Relations;场地条件对地震动峰值及衰减关系的影响研究
18.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。
相关短句/例句
Peak ground acceleration地震动峰值加速度
1.However,there does exist an obvious relation between these landslides and earthquake magnitude or peak ground acceleration (PGA).分析表明汶川地震诱发崩滑与地震烈度存在相关性,但没有明确的对应关系,与震级、地震动峰值加速度关系较为密切。
3)ground peak acceleration地表加速度峰值
1.Based on the actual circumstance of Tianjin,theground peak accelerations of different soil constructions are calculated under three different frequency earthquake inputs by the equivalent linearization and wave propagation method for the earthq.根据天津实际情况,利用目前工程上所广泛应用的场地地震反应分析的一维等效线性化波动方法,计算了不同场地剖面在3种不同频谱地震动作用下的地表加速度峰值。
4)seismic peak ground acceleration地面加速度峰值
1.To get reasonableseismic peak ground acceleration is of positive significance.针对不同的工程场地采用20组相互独立的基岩加速度时程作为输入地震波,对广东省307个项目的地震安全性评价中的662个地震钻孔剖面进行土层地震反应分析,用相对均方误差来定量评估所得到的地面加速度峰值离散值,发现地面加速度峰值的计算结果具有很大的离散性,最大相对均方误差为19%,平均相对均方误差为7。
5)peak ground acceleration/PGA峰值地面加速度
6)ground motion peak acceleration地面峰值加速度
1.Further more the earthquake intensity and theground motion peak acceleration were used to be take as One-to-one relationship to Simplify the calculations.以往对结构抗震可靠性进行分析时,常常忽视地震设防区的地震烈度发生的概率性,并且简单地将地震烈度与地面峰值加速度取为一一对应的关系,以简化计算,但是这样的简化带来的往往是十分粗糙的计算结果,严重影响分析的精确性。
延伸阅读
第二峰值法试验分子式：CAS号：性质：一种检验不锈钢晶间腐蚀倾向的快速的电化学方法。对敏化的不锈钢试样在1mol/L H2SO4中测定阳极极化曲线，曲线上在比活化钝化峰更正的电位下出现第二峰，峰的高度可以表示晶间腐蚀倾向的大小。也可在第二峰值电位下保持2h，然后进行弯曲试验，根据试样的裂纹判断晶间腐蚀倾向。
