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双规准化地震动加速度反应谱研究
引用本文:徐龙军,谢礼立.双规准化地震动加速度反应谱研究[J].地震工程与工程振动,2004,24(2):1-7.
作者姓名:徐龙军  谢礼立
作者单位:哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090;哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090;中国地震局工程力学研究所,黑龙江,哈尔滨,150080
基金项目:黑龙江省自然科学基金项目(ZJG03-03E0226)
摘    要:本文提出了双规准反应谱的概念。在统计了美国西部大量强震记录的基础上,分别研究了规准反应谱和双规准反应谱的特性,并进行了详细的对比分析。研究结果表明,双规准反应谱比通常的规准反应谱有更好的规律性,这不仅有利于认识地震动的特性,还可使基于场地的抗震设计反应谱大大简化,更便于广大工程设计人员应用。

关 键 词:地震反应谱  规准反应谱  双规准反应谱  抗震设计谱  卓越周期
文章编号:1000-1301(2004)02-0001-07
修稿时间:2003年9月17日

Study on bi-normalized earthquake acceleration response spectra
XU Long-jun.Study on bi-normalized earthquake acceleration response spectra[J].Earthquake Engineering and Engineering Vibration,2004,24(2):1-7.
Authors:XU Long-jun
Institution:XU Long-jun~
Abstract:A concept of bi-normalized response spectra was presented in this paper. Based on the statistical analysis of a large number of earthquake records collected from the western America, the conventionally normalized response spectra and bi-normalized response spectra were studied and compared respectively. It is concluded that the (bi-)(normalized) response spectra have better consistency among all strong motion records than the conventionally (normalized) response spectra. It implies that the bi-normalized response spectra can be used not only in revealing the (characteristics) of strong ground motions but also in simplifying the site specific design spectra for engineering design purpose.
Keywords:earthquake response spectra  normalized response spectra  bi-normalized response spectra  earthquake design spectra  predominant period
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