1) time-history analysis
时程分析
1.
Research of applying Matlab to time-history analysis of high-rise building structure;
Matlab应用于高层建筑结构时程分析初探
2.
A Study on the earthquake input for time-history analysis based on the local response characteristics of structures;
考虑结构局部反应特征的时程分析法输入地震波研究
3.
Nonlinear time-history analysis of base-isolated building with multi-tower structure and large podium;
大底盘多塔楼结构基础隔震非线性时程分析
2) time history analysis
时程分析
1.
Optimizing on viscoelastic damper in concern with time history analysis of reaction to non-linear earthquake;
非线性地震反应时程分析中粘弹性阻尼器优化处理
2.
On selection of earthquake wave for time history analysis;
时程分析用地震波选取的探讨
3.
Dynamic time history analysis on the closed combined membrane structure;
封闭式组合膜结构的动力时程分析
3) time domain analysis
时程分析
1.
This discussion is based on an analysis of the surrounding rock-support structure-earthquake interaction,adoption of an ADINA nonlinear finite element and construction mechanics,and transient dynamic time domain analysis of a large cross section tunnel.
从围岩-支护结构-地震相互作用研究思路出发,利用ADINA非线性有限元软件,通过大断面隧道施工力学及瞬时动力时程分析,研究隧道支护结构在水平(Ya)、纵向(Za)及水平-纵向(YZa)不同地震加速度作用下的位移、应力反应特性。
2.
If the general static analysis is used for analyzing its response induced by wind, the precision is low, but the method of time domain analysis may improve the precision.
张弦梁结构是近些年在国内发展起来的一种新型的大跨度空间结构形式,由于其跨度大,整体刚度小,在风的作用下振动比较明显,故用现有规范中的等效静力法分析计算这种结构在风荷载下的响应精度太低,而采用时程分析的法可大大提高分析的精度,本文以一平面张弦梁为例,采用线形自回归滤波器法,模拟节点随机脉动风速时程,运用Matlab编程有效地模拟具有时间相关,空间相关性的脉动风速时程。
3.
Elasticity and plasticity time domain analysis of base-isolated structures is only done for the horizontal translation analysis.
基础隔振结构的弹塑性时程分析大多只考虑了结构的平动,对于受竖向荷载较大的结构,其所采用的隔振橡胶垫可能因受力而产生竖向变形,导致结构摆动。
4) history analysis
时程分析
1.
According to the features of history analysis, numerical calculation in Matlab and 3D-graphics creation in OpenGL, the visual procession of earthquake resistance of the structure is realized, a new method for dynamic analysis of structures is put forward.
针对结构时程分析方法的特点、Matlab的数值计算功能和OpenGL的图形功能 ,实现了空间杆模型结构的地震动力的可视化分析 ,为快速实现结构地震动力分析探索了一条新的途径 ,并对利用OpenGL中的动画实时显示技术进行了讨
2.
The prevenient researchers generally process history analysis and pushover analysis by using frame model because of computational condition.
以前的研究者受计算条件等因素限制，大多使用杆系模型来进行时程分析或静力弹塑性分析，虽然赋予杆件很多塑性特性但仍有自身的局限性，得出很多相互矛盾的结论。
5) time history method
时程分析
1.
The responses of AMECO(Aircraft Maintenance Engineering Company) han gar were tested under five multiple excitations to verify the multiple excitatio n time history method.
为了验证多点输入时程分析法的正确性,对AMECO维修机库进行了五种激励下的多点输入动力响应测试,分别记录了每个柱下端的地面运动和网架上某点的振动时程。
2.
The seismic structural analyses and design are carried out by means of response spectrum and time history methods for the west wing of Beijing Hotel.
本文根据建筑结构抗震规范规定的振型分解反应谱法和时程分析法，对采用消能减振装置加固的北京饭店西楼进行分析与设计。
6) time history analysis
时程分析法
1.
This paper use time history analysis to analyze the seismic response of the parallel composite isolation system.
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。
2.
The paper introduces the basic ideas and process of the time history analysis in the seismic design,researches some aspects in selecting the seismic wave input,analyzes its calculation result.
介绍了用时程分析法进行抗震设计的基本思路及流程,研究了选择输入地震波时应考虑的几方面因素,并对其计算结果的处理进行了分析,结果表明:时程分析法能更准确地反映地震时结构物的反应。
补充资料：程程
1.旅途停顿处。 2.一程又一程。谓路程遥远。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条