1) time history analysis method
时程分析法
1.
Code for Seismic Design of Building(GB50011-2001) demands:two strong motion recordings are needed to choice in time history analysis 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。
2.
Author count a lot of actual earthquake record and devide them into groups, so produce the principle of importing earthquake wave in the time history analysis method and verify it.
笔者运用国内外大量的实际地震记录按设计反应谱进行分组和统计,从而提出了时程分析法输入地震波的选 择原则,并加以验证。
3.
According to the site condition,the fortified intensity,the duration,and the fitting degree between the response spectra of seismic records and those of the code,this paper presents one way of selecting seismic records for time history analysis method.
从场地条件、设防烈度、持时及地震记录的反应谱与规范反应谱的拟合程度等方面考虑 ,提出了一种为时程分析法选择实际地震记录的方法。
2) time history method
时程分析法
1.
Computation of vibration frequency is carried out and seismic response is analyzed by use of response-spectrum method and time history method.
对各种模型进行了振动频率计算,并应用反应谱法和时程分析法计算了其地震反应。
2.
The seismic response of the bridge was then obtained by means of the spectrum method and time history method, leading to a number of valuable conclusions.
利用有限元法分析大跨度钢管混凝土拱桥的地震反应,考虑了剪切变形的影响,用子空间迭代法分析了其振动规律和动力特性,应用反应谱法和时程分析法分析了该拱桥的地震反应,得出了一些有价值的结论。
3.
Free vibration character istics Of composite space truss is investigated and vertical seismic behavior is computed in this paper by using response spec trum method and time history method.
选用板元、梁元和杆元的组合有限元模型对组合网架进行动力分析，研究了组合网架的自振特性，并利用振型分解反应谱法和时程分析法，分析了竖向地震作用下，组合网架的内力系数的大小和分布规律。
3) time-history analysis
时程分析法
1.
Key points for time-history analysis calculation in structural seismic calculation;
结构抗震计算时程分析法的计算要点
2.
The time-history analysis is employed to calculate the seismic response of two models.
采用质点系模型,利用时程分析法,分别使用以加速度和速度峰值为标准化的地震波,对两种层间侧移刚度分布不同的钢框架模型做了详细深入的分析和对比。
3.
The dynamic characteristics of the structures which affect the dynamic response directly were analyzed and the characters of such bridges were concluded and the spectrum response method and the time-history analysis were adopted to calculate the dynamic response.
针对这两种桥梁结构,本文首先分析直接影响结构动力响应的自振特性,从中总结高墩桥梁的特点,然后采用反应谱法、时程分析法分析结构地震响应,并对其结果进行比较,同时讨论桩-土相互作用对高墩桥梁地震响应的影响。
5) 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。
6) time-historic analytical method
时程分析方法
1.
In this paper,on the base of the current codes,using artificial seismic wave and time-historic analytical method,seismic response of a large-scale hydropower house at dam toe was analyzed.
以三峡左岸水电站厂房为例,依托现行的抗震设计规范考虑混凝土材料的开裂,采用人工地震波生成技术和时程分析方法对整个地震过程中的厂房结构地震响应进行研究。
补充资料：容量分析法(见化学分析法)
容量分析法(见化学分析法)
容t分析法见化学分析法
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