time-sharing method

Therefore the dynamic time history analysis method is adopted to carry out the anti-seismic performance of beam bridge. According to pile-soil interaction, multi-support excitation and traveling-wave effect of earthquake wave, models are established separately to calculate and analyze.

因此对该桥的抗震性能分析主要采用动态时程分析方法，考虑桩-土相互作用以及地震波多点激励与行波效应，分别建立模型进行计算分析。

Adopted simplified pile model and multi-segment beam element model, the seismic response of a frame structure supported by some isolated piles is analyzed by time history analysis method.

通过大量的数值分析结果，总结了土-结构相互作用效应对结构地震反应影响的规律。

For the involute interpolation of time-sharing method, many equivalent chords are adopted to approach the actual involutes.

时间分割法的渐开线插补，用若干等弦逼近实际渐开线。

Morever, the adoption of the time-sharing feed method effectively reduces the number of the drivers, simplifies the structure and decreases the cost.

另外，采用分时馈电方法，有效地减少了驱动器的数量，简化了结构，降低了成本。

This paper employed the time history analysis method to analyze and compare the friction slip isolate structure, sandwich rubber padding isolation and parallel composite isolation.

用时程分析法对砌体结构的摩擦滑移隔震形式，夹层橡胶垫隔震方法及并联复合隔震方法进行了对比分析。

Considering the work condition and property of the system, time-sharing method was used to measure the downhole parameters.

根据系统工作的实际情况及特点，本测试系统采用分时测量的方法测量井下各参数。

An iterative time-sharing method suitable for the solution of parabolic differential equations on a small scale digital-analog hybrid computing system is presented.

本文提出了一种适合在小型混合计算系统上求解抛物型偏微分方程及方程组的分时迭代法。

The plate cone reticulated shell is analyzed on seismic responses with mode decomposition response spectrum and time history analysis method, some important conclusions are obtained for practical design.

分别采用振型分解反应谱法和时程分析法对板锥网壳结构进行了地震响应分析，得出了可应用于工程实践的重要结论。

A new time-sharing interpolation method for economical MNC system

经济型数控系统的时间分割插补方法

The failure mode and failure load of the shell are based on the results of ANSYS numerical simulation in which the time history analysis method is used and the seismic load is applied step by step until the destruction of shell model.

被预测网壳的破坏模式和破坏荷载是以网壳的ANSYS数值模拟的结果为依据，利用时程分析的方法，逐级施加地震荷载直到网壳模型破坏的方法得到的。

Study on Time-Sharing Difference Absorption Optical Fiber CH_4 Sensor Graded Ring of Fractions, Graded Fractional Module and Method of Graded Localization

分时差分式光纤甲烷气体检测仪的研制分式分次环、分式分次模与分次局部化方法