earthquake acceleration信息详情
地震加速度
acceleration───n.加速，促进；[物]加速度；跳级
earthquake───n.地震；大动荡
peru earthquake───秘鲁地震
hardware acceleration───硬件加速
turkey earthquake───土耳其地震
radial acceleration───[物]径向加速度
angular acceleration───[力]角加速度
massachusetts earthquake───马萨诸塞州地震
haiti earthquake───海地地震
mathematic formulation of the slope failure probability is deduced with stochastic earthquake acceleration.───地震加速度为随机的情况下，导出土坡在地震效应下的失效概率的数学表达形式。
Complete the finite element procedure of conversion between epoch curve and reaction curve of earthquake acceleration.───完善地震加速度时程曲线与反应谱曲线之间转换的有限元程序。
variation of seismic passive pressure coefficients increases with the increase of the magnitude of the earthquake acceleration.───随地震加速度系数的增加，地震被动土压力系数变化越明显。
The variation of seismic passive pressure coefficients increases with the increase of the magnitude of the earthquake acceleration.───随地震加速度系数的增加，地震被动土压力系数变化越明显。
Then the methods identifying soil liquefaction through the earthquake acceleration time history record are studied.───此外，研究了根据场地地震加速度记录识别场地液化的方法。
Research on earthquake acceleration response spectrum of frozen soil ground───冻土场地地震加速度反应谱研究
Study on bi-normalized earthquake acceleration response spectra───双规准化地震动加速度反应谱研究
It also shows the effect of earthquake acceleration coefficient on dimensionless stabilizing force is remarkable, especially under high earthquake acceleration coefficients.
Complete the finite element procedure of conversion between epoch curve and reaction curve of earthquake acceleration.
The method making initial acceleration time history in the . normal method has been improved, and it is recommended to use real earthquake acceleration records for initial time history.
Two cases of power spectral intensity function for the earthquake acceleration imput at the base rock are considered: the white noise spectrum and filter white noise spectrum.
Two cases of power spectral intensity function for the earthquake acceleration input at the base rock is considered:the white noise spectrum and the coloured spectrum.
The earthquake acceleration time histories of 16 groups along the main piers of Nanpu Bridge which are calculated using the present method have been used for the seismic design of the bridge.
The normal method to simulate earthquake acceleration time history is analyzed, and it is shown clearly that choice of initial acceleration time history is important.