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地震动持时压缩比对可液化地基地震反应影响的振动台试验
引用本文:许成顺,豆鹏飞,高畄成,陈苏,杜修力.地震动持时压缩比对可液化地基地震反应影响的振动台试验[J].岩土力学,2019(1):147-155.
作者姓名:许成顺  豆鹏飞  高畄成  陈苏  杜修力
作者单位:北京工业大学城市与工程安全减灾教育部重点实验室;中国地震局地球物理研究所
基金项目:国家自然科学基金创新研究群体项目(No.51421005);国家自然科学基金项目(No.51578026)~~
摘    要:

关 键 词:地震动持时压缩  振动台模型试验  加速度  液化

Shaking table test on effects of ground motion duration compression ratio on seismic response of liquefied foundation
XU Cheng-shun,DOU Peng-fei,GAO Liu-cheng,CHEN Su,DU Xiu-li.Shaking table test on effects of ground motion duration compression ratio on seismic response of liquefied foundation[J].Rock and Soil Mechanics,2019(1):147-155.
Authors:XU Cheng-shun  DOU Peng-fei  GAO Liu-cheng  CHEN Su  DU Xiu-li
Institution:(The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100124,China;Institute of Geophysics,China Earthquake Administration,Beijing 100081,China)
Abstract:XU Cheng-shun;DOU Peng-fei;GAO Liu-cheng;CHEN Su;DU Xiu-li(The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100124,China;Institute of Geophysics,China Earthquake Administration,Beijing 100081,China)
Keywords:ground motion duration compression  shaking table test  acceleration  liquefaction
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