The responsespectrum given by present design standards depends on two parameters, i. e. earthquake intensity and site classification.
我国现行抗震设计规范中给出的反应谱依赖于两个参数,即地震烈度和场地土类别。
2
Finally, a methodology converting responsespectrum of design earthquake to seismic intensity is also discussed; and a conversion scheme is recommended.
最后还讨论了把设计地震反应谱转换成地震烈度的方法,给出了建议的转换方案。
3
This means that for actual earthquake accelerograms their power spectrum corresponds to mean response spectrum.