Unified smooth response spectrum and application on ground motion simulation

被引:0
作者
He H. [1 ,2 ]
Han E. [1 ]
Yan W. [1 ,2 ]
机构
[1] Beijing Laboratory of Earthquake Engineering and Structure Retrofit(Beijing University of Technology), Beijing
[2] Beijing Collaborative Innovation Center for Metropolitan Transportation, Beijing
来源
Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology | 2016年 / 48卷 / 06期
关键词
Artificial ground motion simulation; Ground motion; Response spectrum; Seismic design spectra; Smooth;
D O I
10.11918/j.issn.0367-6234.2016.06.028
中图分类号
学科分类号
摘要
The current acceleration seismic design spectra has the disvatages including that its precision and the statistics features in different period stage have obvious differences, and the spectrum characteristics of the low-order spectrum based on the artificial signals mismatch the real statistics characteristics. The unified smooth spectrum which adopts unique function was presented based on the linear modle of displacement spectrum, and a new ground motion simulation method considering lower-order spectrum was proposed. The analysis results indicate that the smooth spectrum has the advantages such as simple form, high accuracy for all the period stages. The simulated earthquake signal fulfills the spectrum characteristic requirement for acceleration spectrum, velocity spectrum and displacement spectrum. The smooth spectrum has uniform characteristics including function form, the spectrum characteristics on multiple orders, elasto plasticity and multiple dimensions, and it is suitable for dynamic analysis and ground motion simulation. © 2016, Editorial Board of Journal of Harbin Institute of Technology. All right reserved.
引用
收藏
页码:177 / 184
页数:7
相关论文
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