位置:成果数据库 > 期刊 > 期刊详情页
Investigation into dynamic response of regional sites to seismic waves using shaking table testing
  • ISSN号:1671-3664
  • 期刊名称:《地震工程与工程振动:英文版》
  • 时间:0
  • 分类:P315.9[天文地球—地震学;天文地球—固体地球物理学;天文地球—地球物理学]
  • 作者机构:School of Civil Engineering, Guangzhou University, Earthquake Engineering Research& Test Center, Guangzhou University, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics,China Earthquake Administration
  • 相关基金:National Program on Key Basic Research Project(973 Program)under Grant No.2011CB013606;Program for Changjiang Scholars and Innovative Research Team in University under Grant No.IRT13057;Key Program of National Natural Science Foundation of China under Grant No.51438004;the Research Fund for the Doctoral Program of Higher Education of China under Grant No.20124410110004
中文摘要:

This study addresses the changes in acceleration,pore water pressure and Fourier spectrums of different types of seismic waves with various amplitudes via large-scale shaking table tests from two sites:a sand-containing regional site and an all-clay site.Comparative analyses of the test results show that the pore water pressures in sand-soil layers of the regional site initially increase and then decrease as the amplitudes of the seismic accelerations increase.The actions of the vertical and vibrational seismic waves contribute to greater pore water pressures.The amplification coefficient of the sand-layer regional site becomes smaller as the seismic waves grow stronger,so that both sites are capable of filtering high frequencies and amplifying low frequencies of seismic waves.This is more apparent with the increase in the peak value of the acceleration,and the natural vibration frequencies of both sites decrease with the transmission of the seismic waves from the basement to the ground surface.The decreasing frequency value of the sand-containing regional site is smaller than that of the all-clay site.

英文摘要:

This study addresses the changes in acceleration,pore water pressure and Fourier spectrums of different types of seismic waves with various amplitudes via large-scale shaking table tests from two sites:a sand-containing regional site and an all-clay site.Comparative analyses of the test results show that the pore water pressures in sand-soil layers of the regional site initially increase and then decrease as the amplitudes of the seismic accelerations increase.The actions of the vertical and vibrational seismic waves contribute to greater pore water pressures.The amplification coefficient of the sand-layer regional site becomes smaller as the seismic waves grow stronger,so that both sites are capable of filtering high frequencies and amplifying low frequencies of seismic waves.This is more apparent with the increase in the peak value of the acceleration,and the natural vibration frequencies of both sites decrease with the transmission of the seismic waves from the basement to the ground surface.The decreasing frequency value of the sand-containing regional site is smaller than that of the all-clay site.

同期刊论文项目
同项目期刊论文
期刊信息
  • 《地震工程与工程振动:英文版》
  • 主管单位:中国地震局
  • 主办单位:中国地震局工程力学研究所
  • 主编:齐霄斋
  • 地址:哈尔滨学府路9号
  • 邮编:150080
  • 邮箱:
  • 电话:0451-86652649
  • 国际标准刊号:ISSN:1671-3664
  • 国内统一刊号:ISSN:23-1496/P
  • 邮发代号:14-247
  • 获奖情况:
  • 国内外数据库收录:
  • 美国工程索引,美国剑桥科学文摘,美国科学引文索引(扩展库),英国科学文摘数据库
  • 被引量:232