摘要
将框架结构简化为剪切型模型,利用傅里叶变换得到模型动力方程的解析解,以EI-centro波作为地震激励输入,分析了不同楼层数对结构动力响应的影响,得到对工程有意义的结论。
With the simplication of frame structure into the shear model,through the use of the analytic solution to dynamic equations derived from Fourier transformation and taking the EI-entro wave as the input,the influence of dynamic response on different building floors is studied.The conlusion drawn in the paper is meaningful to construction project.
出处
《佛山科学技术学院学报（自然科学版）》
CAS
2010年第3期49-51,共3页
Journal of Foshan University(Natural Science Edition)
关键词
剪切模型
楼层数
傅里叶变换
最大层间位移
最大层间加速度
shear model
the number of floors
Fourier transform
maximum inter-story displacement
maximum inter-story acceleration
