对底部固定非隔震和底部在砂垫层上隔震的两个上部结构完全相同的竹木模型进行了震动实验,并应用测试数据成果进行了位移对比,另外,通过SAP2000软件,分析了底部固定非隔震模型,和实验数据也作了比较,结果表明,实验和软件模拟数据比较接近,非隔震的结构与隔震结构层间位移有较大差异,隔震结构明显层间位移小,但底部有较大的水平和竖向位移及转动现象。 The two bamboo structures with the same superstructure fixed at the bottom and non-isolated at the bottom and the seismic isolation at the bottom were tested for vibration. The displacement data were compared with the results from the test data. In addition, by using SAP2000 software, The results show that the simulation data of the experiment and the software are relatively close. The displacement of the non-isolated structure is greatly different from that of the isolation structure. The obvious interlayer displacement of the isolated structure is small , But the bottom of a larger horizontal and vertical displacement and rotation phenomenon.