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Dynamic Response of Frame Structure System Considering SSI EffectChinese Full TextEnglish Full Text (MT)

LI Peizhen;XIAO Jiaqu;YANG Jinping;DING Yonggang;State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University;College of Civil Engineering,Henan University of Technology;

Abstract: A 1∶6 ratio frame structure model was designed for shaking table test, in order to study the influence mechanism of soil-structure interaction on the dynamic displacement response of high-rise structures on soft soil foundation. Shaking table tests were performed on a high-rise frame structure considering soil-pile-structure dynamic interaction system and on a frame structure model on fixed-base condition. By comparing the structural dynamic response of the frame models considering the soil-stru... More
  • Series:

    (C) Architecture/ Energy/ Traffic/ Electromechanics, etc

  • Subject:

    Architecture and Engineering

  • Classification Code:

    TU311.3

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