时程分析法

对于抗震分析方法的研究主要围绕时程分析法和随机振动分析法。

Research work of seismic analysis methods is focused on time history method and stochastic vibration method .

目前，时程分析法已被广泛的应用到各种高层、重要结构的设计之中。

Now , the time history method has been widely used in the design of tall buildings and important buildings .

通过利用ANSYS对某钢桁架桥进行了模态分析，并用时程分析法进行了在横桥向和竖桥向激励下的地震响应分析，得到了在关键截面的位移和杆件内力响应峰值。

The mode response of a steel truss bridge was analyzed by ANSYS and its seismic responses under transverse and longitudinal excitation were calculated using time-history analysis function .

动力时程分析法和Pushover方法给出的超强的差别随层数的增多而增加；

And the difference between the overstrength obtained from incremental dynamics analysis and Pushover analysis increases with the stories .

剪力墙结构的非线性分析方法主要有静力法、动力时程分析法和侧推分析方法（即Push-over分析方法）。

The nonlinear analysis of reinforced concrete shear walls includes static analysis method , time-history analysis method and Push-over analysis method .

同时证明了在pushover法的适用范围内，可以应用简单的pushover法代替复杂的非线性动力时程分析法对结构进行抗震性能评估。

It had also been identified that the time history analysis method could be replaced by the pushover analysis method when the pushover analysis method was reliable .

本文采用能量时程分析法，将Q模型法引入高层建筑的倒塌分析，通过对绝对能量方程和相对能量方程进行对比，推导出了相对能量方程中各项的数值表达式。

Q-model is used in the collapse analysis of the high-rise building . Based on the comparison between absolute energy formulation and relative energy formulation , the equations need to calculate the various energy quantities of relative energy formulation are developed .

基于地震反应反应谱分析、时程分析法，选取El-Centro波进行了地震反应分析。

Based on the seismic response analysis of response spectra , time history analysis method , select the El-Centro wave seismic response analysis carried out .

通过对立管振动微分方程和Matteoluca尾流振子方程的解耦，并采用Hermit插值函数进行离散，得到其有限元表达式，采用Newmark时程分析法进行求解。

After the coupled equations of the partial differential equation for the response of the marine riser and the wake oscillator equation are unbounded and discretized by Hermit interpolation function , the Finite Element expression can be obtained and solved by Newmark time-procedure method .

时程分析法是进行结构抗震计算的方法之一，《建筑抗震设计规范（GB50011-2001）》要求：在采用时程分析法时，要选用不少于两组的实际强震记录。

Time history analysis method is one of methods in seismic design of engineering structure . Code for Seismic Design of Building ( GB50011-2001 ) demands : two strong motion recordings are needed to choice in time history analysis method .

在构建动力分析有限元模型的基础上，采用时程分析法对一主跨132m的钢管混凝土拱桥进行地震反应分析，并得出了相应的结论。

Based on constructing the finite element module of dynamic analysis , this paper carries out the analysis of seismic responses on the steel-tube concrete arch bridge with main span of 132 meters by using the time-history analysis , and gets the corresponding results .

结构抗震计算时程分析法的计算要点

Main Points of Structural Aseismic Calculation with Time-Travel Analyzing method

采用加速度时程分析法得到的结果跟重力坝的模型试验结果基本吻合，时程分析方法能够更加真实的反映重力坝的地震响应。

Time history analysis results are similar to actual response to earthquake .

采用时程分析法分别对该建筑的两种计算模型进行计算。

The structure models were also calculated with the time history analysis .

动力问题采用时程分析法。

The time-history analysis method has been employed to solve dynamic problems .

建筑结构时程分析法输入地震波的研究

Study on the Input of Earthquake Ground Motion for Time-History Analysis of Structures

时程分析法输入地震记录的选择与实例

Choice and measurement of seismic records for time-history analysis

结构抗震时程分析法中的层模型的研究

Research of layer-model in temporal analysis of structure aseismic

大跨索膜结构空气动力失稳的时程分析法

Time domain method of aerodynamic instability on large-span roof structures with cables and membranes

面向设计的摩擦耗能框架结构时程分析法

A Design-Oriented Method for Analysing Time History of a Frame Structure with Frictional Energy Dissipation

据此，通过时程分析法进一步分析了在该荷载下双拱型钢管结构体系的动力响应。

So the response of the double-arch-steel-tubular structure under the surge pressure can be got .

这种情况的存在也极大的限制了时程分析法应用的广泛性与有效性。

This difficulty also limits the time history analysis / method widely and effectively used .

而后利用时程分析法计算得到了平均意义上的非弹性位移比谱，再将所得位移比谱进行回归分析，得到了简化位移估计模型。

And a new experimental expression of inelastic displacement ratio spectra from non-linear regression is developed .

时程分析法的程序实现

Programming realization of time-course anslysis

利用时程分析法对并联复合隔震体系的地震反应进行了分析。

This paper use time history analysis to analyze the seismic response of the parallel composite isolation system .

必分别采用振型分解反应谱法和时程分析法进行地震作用计算，两种方法所得结果基本一致。

The response spectrum method of computing seismic response and the time-history analysis method have similar analysis result .

随着计算技术的发展，求解结构响应的时程分析法愈来愈受到重视。

The interest in the time-domain calculations of structural response has intensified with the progress of computational techniques .

确定性方法中的弹性静力法，静力弹塑性分析，反应谱法，时程分析法；

Confirmable method includes : elasticity static method , static-plastic analysis , response spectrum method and time history scheme ;

目前，时程分析法对于重要建筑物的抗震分析已成为一种重要方法。

The time history analysis method has become an important method for seismic analysis of important buildings at present .

分别采用反应谱法和动力时程分析法分析整体式桥台无伸缩缝桥梁的地震响应。

D 、 The seismic response of jointless bridge were examined by Spectrum Analysis as well as Transient Dynamic Analysis .