节点文献

中硬场地地震影响系数谱的概率保证

Probability Assurance of Seismic Influence Coefficient Spectra on Medium-Stiff Soil Site

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 陈学中刘文锋张辛

【Author】 CHEN Xue-zhong,LIU Wen-feng,ZHANG Xin (School of Civil Engineering,Qingdao Technological University,Qingdao 266033,China)

【机构】 青岛理工大学土木工程学院

【摘要】 我国抗震规范中采用的是地震影响系数谱,从概率上来研究规范反应谱具有重要意义.采集中硬场地上205条地震记录,研究了反应谱的概率分布模型,并运用K-S检验进行了验证.通过统计分析获得了对数正态分布,研究了规范反应谱的概率保证,发现规范反应谱在某些区段的概率保证仅有20%~30%.在加速度、速度和位移控制段获得不同概率保证的谱曲线,并对规范反应谱进行了调整,依据规范反应谱的形式运用最小二乘法对得出的谱曲线进行了拟合,拟合效果较好.

【Abstract】 The research on probability density function of seismic influence coefficient of code for seismic design has great significance.Based on 205 earthquake records collected from the medium-stiff soil site,this paper derived the probability distribution model of response spectra,and it is verified by means of K-S test method.According to lognormal distribution,this paper studies the probability of response spectra of Chinese code which is only 20%~30% in some sections.High frequencies,medium frequencies and low frequencies of response spectra of Chinese code are adjusted and the response spectra curves having different probability in the three sections are given.According to the shape of response spectra of Chinese code,least square method is used to fit spectral curve.

【基金】 国家自然科学基金项目(50878110);山东省自然科学基金项目(Y2008F58)
  • 【文献出处】 青岛理工大学学报 ,Journal of Qingdao Technological University , 编辑部邮箱 ,2010年02期
  • 【分类号】TU352.11
  • 【被引频次】1
  • 【下载频次】51
节点文献中: 

本文链接的文献网络图示:

本文的引文网络