排序方式: 共有36条查询结果,搜索用时 78 毫秒
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压电双晶片双向大幅振动的探讨 总被引:3,自引:0,他引:3
通过压电陶瓷的逆压电效应对压电陶瓷双晶片在自动生产送料线上的应用研究,得出在二元系Ph(Ni1/3Nb2/3)O3-PhTiO3-PhZrO3的基础上作调整制作的压电双晶片。经运用在振动料斗上,作调频调幅控制。达到了压电双晶片振子结构,振子谐振频率为300Hz,当外加电压达300V时,振子偏转位移量大于1.7mm,故可作为一种理想的振动源。 相似文献
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针对棒、管料开槽的问题,提出了一种新型全自动开槽机。介绍了该开槽机的结构和工作原理,建立全自动开槽机相适应的液压系统,搭建了开槽机继电器——控制器控制电路,实现了该设备的全自动过程控制。 相似文献
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本文以动三轴试验和原位测试数据为基础,以天津地区砂性土为例,探讨砂性土振动液化机理及孔隙水压力变化规律,采用多种方法分析判别砂性土液化,为高烈度地区重要工程建筑抗震设计提供重要数据。 相似文献
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《中国科学D辑(英文版)》2008,(Z2)
Acoustic transducer is an important part of acoustic well logging tool. In this paper,ANSYS software package is used to design acoustic dipole transducer and simulate vibrating mode of the dipole transducer in different mechanical boundary conditions. The results show that boundary conditions influence the number of vibrating mode in the same frequency band and the frequency value of the same vibrating mode. Several acoustic dipole transducers are designed according to the results of numerical simulation and laboratory measurements. The basic frequency of vibrating mode of experi-ment has good agreement with that of simulation. The numerical simulation plays a good guidance role in designing,producing and correctly installing the acoustic dipole transducer. 相似文献
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Study of vibrating foundations considering soil-pile-structure interaction for practical applications 总被引:1,自引:0,他引:1
Yingcai Han 《地震工程与工程振动(英文版)》2008,7(3):321-327
An investigation of soil-pile-structure interaction is carried out, based on a large reciprocating compressor installed on an elevated concrete foundation (table top structure). A practical method is described for the dynamic analysis, and compared with a 3D finite element (FE) model. Two commercial software packages are used for dynamic analysis considering the soilpile-structure interaction (SPSI). Stiffness and damping of the pile foundation are generated from a computer program, and then input into the FE model. To examine the SPSI thoroughly, three cases for the soil, piles and superstructure are considered and compared. In the first case, the interaction is fully taken into account, that is, both the superstructure and soil-pile system are flexible. In the second case, the superstructure is flexible but fixed to a rigid base, with no deformation in the base (no SSI). In the third case, the dynamic soil-pile interaction is taken into account, but the table top structure is assumed to be rigid. From the comparison beteen the results of these three cases some conclusions are made, which could be helpful for engineering practice. 相似文献
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在新近杂填土上建厂,因杂填土松散、厚度大、基岩埋深大,若采用基岩作天然地基即用人工挖孔桩或机械成孔灌注桩,则很不经济,施工也存在安全隐患,易坍孔,且工期长。经过比较,采用灰土碎石挤密桩对杂填土进行处理后,作复合地基,施工易于操作并极大的缩短了工期,取得了良好的效果。 相似文献
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Zhang Minxian 《成都信息工程学院学报》1989,(1)
本文讨论了二根耦合振动弦边界反馈的数学模型,讨论了相应的一阶线性双曲系统及谱的特征。 相似文献