频域
时域
响应分析
谱线
地震学
反应谱
频率响应
地质学
傅里叶变换
地震模拟
计算机科学
工程类
结构工程
物理
数学
数学分析
计算机视觉
电气工程
天文
作者
Robert H. Scanlan,K. Sachs
出处
期刊:Journal of the Engineering Mechanics Division
[American Society of Civil Engineers]
日期:1974-08-01
卷期号:100 (4): 635-655
被引量:79
标识
DOI:10.1061/jmcea3.0001911
摘要
The problem of the design of hypothetical earthquakes to be compatible with given target spectra is examined first. With the tools provided by this introductory study, the earthquake response problems of structure, and of equipment mounted therein, are examined both by time history and frequency domain analysis methods. Remaining totally in the frequency domain, so-called ground and floor response spectra are developed and compared to results obtained by the more usual time-domain analysis. The study emphasizes throughout the Fourier spectral aspects of earthquake response analysis and tends in particular to elucidate some basic issues involved in the development of floor response spectra.
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