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《Earthquake Engineering and Engineering Vibration》 2000-04
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Soil lateral boundary effect in shaking fable model test of soil - structure system

LOU Meng -lin, WANG Wen -jian, ZHU Tong, MA Heng-chun (State Key Laboratory for Disaster Reduction in Civil Engineering, Tong ji University, Shanghai 200092. China, Department of Civil Engineering, Dalian University of Technology, Dalian 1 16023, China)  
By using numerical simulation and shaking table model test, the problems of soil lateral boundary effect in shaking table model test for soil-structure system are discussed. The efficiency of rubber layers set onto soil lateral boundaries is also studied in this paper. Some conclusions, which will guide the design of soil-structure system model test, are drawn.
【Fund】: 国家自然科学基金!(编号59778027,59823002,59895410);; 连理工大学海岸和近海工程国家重点实验室资助!(编
【CateGory Index】: TU317.1
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