通过大量激振试验，对刚性桩复合地基的地震反应性态、柔性容器的效果等问题进行了研究。

Through a number of shaking table tests, the aseismic behavior of rigid pile composite foundation and the effect of the flexible wall container were investigated.

youdao

通过大量激振试验，对刚性桩复合地基的地震反应性态、柔性容器的效果等问题进行了研究。

Through a number of shaking table tests, the aseismic behavior of rigid pile composite foundation and the effect of the flexible wall container were investigated.

youdao