考虑土结相互作用的核岛结构振动台试验研究

SHAKING TABLE TEST OF NUCLEAR ISLAND STRUCTURE CONSIDERING SOIL-STRUCTURE INTERACTION

  • 摘要: 为研究不同地基条件对桩-土-隔震支座-核岛安全壳结构体系抗震性能的影响,根据刚度等效原则设计了简化的核岛安全壳-隔震支座-桩-土结构试验模型,分别进行了中硬土、中软土和基岩条件下,抗震与隔震工况时的对比振动台试验。基于试验,对比分析了不同地基土条件下,抗震与隔震工况时的简化试验模型的试验现象、上部结构动力特性、加速度响应和楼层反应谱等。试验结果表明:考虑土-结相互作用,抗震和隔震工况时简化试验模型的试验现象、结构响应均存在明显差异;土结相互作用会减小抗震结构的自振频率,但对隔震结构的自振频率影响较小;非基岩场地条件下,简化试验模型上部结构的隔震效果较好,中软土场地条件下,试验模型上部结构的隔震效果更为明显;对同一工况试验,楼面楼层反应谱的峰值会随着输入地震动幅值的增大而增大,高频成分减少而低频成分增加;中硬土、中软土和基岩地基对隔震体系上部结构的楼层反应谱特性没有影响,但会影响抗震体系中上部结构的楼层反应谱特性,其中土体的剪切波速越小,楼层反应谱响应越大,且均集中在低频段。

     

    Abstract: In order to investigate the impact of diverse foundation conditions on the seismic performance of the pile-soil-isolation bearing-nuclear island containment structure system, a simplified experimental model of the nuclear island containment-isolation bearing-pile-soil structure was devised in accordance with the equivalent stiffness principle. Comparative shaking table tests were conducted under the circumstances of medium-stiff soil, medium-soft soil and bedrock respectively, for both seismic and isolation working conditions. Based on these tests, a comparative analysis was carried out on the experimental phenomena, dynamic characteristics of the superstructure, acceleration responses and floor response spectrum of the simplified test models under different foundation soil conditions in the seismic and isolation scenarios. The test results indicate that: taking soil-structure interaction into account, there are significant differences in the experimental phenomena and structural responses of the simplified test models under seismic and isolation conditions. The soil-structure interaction tends to reduce the natural vibration frequency of seismic structures, yet it has a relatively minor influence on that of isolation structures. When the site is not on bedrock, the isolation effect of the superstructure of the simplified test model is more pronounced, especially when the soil is medium-soft. For the same testcondition, the peak value of the floor acceleration response spectrum will increase with the increase of the input seismic motion amplitude, accompanied by a decrease in high-frequency components and an increase in low-frequency ones. The medium-stiff soil, medium-soft soil and bedrock foundation exert no influence on the floor response spectrum characteristics of the superstructure within the isolation system, but they do affect those of the superstructure in the seismic system. The smaller the shear wave velocity of the soil, the larger the floor response spectrum response, which is predominantly concentrated in the low-frequency band.

     

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