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
Keywords:
soil-structure interaction; dynamic response; shaking table test; high-rise structure; soft soil foundation;
- Series:
(C) Architecture/ Energy/ Traffic/ Electromechanics, etc
- Subject:
Architecture and Engineering
- Classification Code:
TU311.3
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