通过振动台试验，研究了饱和砂土中桩基的振动特性，对桩土振动过程中的动力相互作用有了初步的认识。
The dynamic response of pile foundations in saturated sand was explored through the shake table test. Some ideas about dynamic soil-pile interaction during strong shaking were obtained.
通过振动台试验，研究了饱和砂土中桩基的振动特性，对桩土振动过程中的动力相互作用有了初步的认识。
The behavior of the model pile in the liquefying saturated sand layer during shake is studied through the shake table test, and some results about the soil-pile dynamic interaction are obtained.
通过模态试验和振动台试验，对复合材料蜂窝结构锥形壳的振动传递特性进行了研究。
The vibration transmissibility of the conical shell with composite material honeycomb structure is investigated by modal experiment and vibration table experiment.
通过系列振动台模型试验，研究土-结构相互作用对结构TLD减震控制影响。
The effects of soil-structure interaction(SSI) on TLD's performance to suppress the seismic responses of structures are studied by a series of shaking table model tests.
通过室内砂箱振动台震动模拟试验，测试了不同柔性散粒材料在震动条件下的加速度值，对其减震性能作了一些初步的探讨。
Through vibration simulation test on the room flask vibration table, the acceleration of different flexible dispersed grain material under vibration condition was tested.
通过运用有限单元法和静力凝聚法，对钢结构模型振动台试验进行了模拟计算，建立了简化分析模型。
The finite element method and static condensation technique are used to simulate the responses of a steel frame model under the excitation of the shaking table.
本文对连接相邻建筑的粘滞阻尼器的设置位置和阻尼参数进行了同时优化，并通过模拟地震振动台试验进行了验证。
In this paper, the location and damping parameters of viscous dampers connecting adjacent buildings are optimized simultaneously and validated in simulated earthquake shaking table tests.
结合振动沉模防渗墙技术，通过分层模型的振动台试验，研究了混合砂浆防渗料的分层性随振动模型的变化情况，揭示了混合砂浆防渗料的性能指标随振动模型的变化规律。
According to the technology of vibratory sink mold wall, layering characteristic of the preventing seepage material of the composite mortar is studied through the layering vibratory dais model test.
通过与模型振动台试验的实测值进行了对比分析，验证了建立的计算模型及动力分析方法的正确性。
With the comparison of FEA data and actually measured data of the seismic desk simulation experiment, the validity of calculation model of this bridge and dynamic analysis has been validated.
通过两幢单层足尺石结构房屋模型的振动台试验，观察并分析了石结构房屋在模拟地震作用下的抗震性能。
The paper studies the seismic behavior of stone buildings by two structural models with full scale on shaking table.
通过振动台模型试验，观察了桩-土-结构体系动力相互作用的现象，验证和掌握了新型桩体与结构的震害特点。
Phenomena of the dynamic interaction of the system were observed, so earthquake damage characteristics between a new type of pile and structure were verified and discovered by shaking table test.
结合振动沉模防渗墙技术，通过分层模型的振动台试验，研究了混合砂浆防渗料的分层性随振动模型的变化情况，揭示了混合砂浆防渗料的性能指标随振动模型的变化规律。
With the technology of vibratory sink mold wall, the layering characteristic of the preventing seepage material of the composite mortar is studied by the layering vibratory dais model test.
通过钢框架外挂足尺陶板幕墙模型的振动台试验，研究了陶板幕墙的抗震性能。
In this paper, a shaking table test of dry-joint back groove ceramic curtain wall is introduced.
通过钢框架外挂足尺陶板幕墙模型的振动台试验，研究了陶板幕墙的抗震性能。
In this paper, a shaking table test of dry-joint back groove ceramic curtain wall is introduced.
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