摘要
用动力放大系数β对欧洲规范（Eurocode8)和我国主要抗震设计规范的设计谱进行比较；并对曲欧洲规范和我国主要抗震设计规范设计谱估计出的功率谱密度函数作了比较，用76个美国强震加速度记录计算的β和所定义的标准化位移Sλ对上述一些规定的设计谱进行检验，结果表明我国一些抗震设计规范的设计谱的谱值可能偏低。
Comparison studies have been performed concerning of dynamic amplification factor β and power spectrum density function (approximately estimated from design spectra) between Eurocode 8 and primary seismic design codes of China. Spectra have been checked by β and normalized displacement S λ (which is defined in this paper) computed from 76 records of earthquake ground motion in America. It is shown that the design acceleration spectral values in some Chinese codes are unconservative probably.
出处
《铁道学报》
EI
CSCD
北大核心
2001年第2期86-91,共6页
Journal of the China Railway Society
基金
国家自然科学基金
关键词
抗震设计规范
设计谱
工程
动力放大系数
标准化位移
功率谱密度函数
seismic design code
design spectrum
dynamic amplification factor
normalized displacement
power spectrum density function
