It was found that,the composite foundation with rigid piles had a good anti-seismic performance,the influence of superstructure to the deformation of piles was not noticeable,...

• 结果表明,刚性桩复合地基具有良好的抗震性能,上部结构特性对桩身变形的影响不大,桩身的运动主要受自由场运动的控制,柔性容器能够较好的解决模型试验的边界问题。