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41.
单层柱面网壳的粘滞阻尼器减振分析 总被引:6,自引:0,他引:6
采用粘滞阻尼器减振系统对单层柱面网壳的减振效果进行了较为系统的分析,分别考虑了阻尼系数C0、结构自身阻尼比ζ、屋面质量和结构自身刚度对结构减振系数δ的影响,同时考察了设置阻尼器的数目以及阻尼器的位置的影响。通过较大规模参数化分析,基本了解了粘滞阻尼器减振系统在单层柱面网壳中的减振规律。 相似文献
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大跨度悬索桥振动控制的双向TMD参数研究 总被引:1,自引:1,他引:0
用时域内的逐步积分法对无TMD和带有不同参数TMD的悬索桥进行了时程分析,结果表明,TMD的参数对结构的动力特性的抑振效果均有较大的影响,TMD的频率不仅影响振动控制的效果也影响结构的表观阻尼,扭转振动的控制可由侧向TMD来实现。 相似文献
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45.
西南交通大学建成的8m×10m/160t振动台是目前国内规模最大的振动台,对其运行质量和振动影响进行评价具有示范效应。探讨该振动台振动影响的现场实验于2017年初展开,实测结果表明:该振动台在工作频段内受控性能很好,对地震动信号重现度很高;台面满载满负荷运行时实验室建筑基础10m以内地面振动加速度实测值不超过6.6gal,振动速度小于2mm/s,不会对实验室厂房及附属办公建筑的安全、使用舒适性及人们正常工作、生活造成不利影响。 相似文献
46.
This study concerns the correlation between burden and blast-induced vibrations in open-pit mines. For this purpose, two different
mines were studied. In these mines, the vibrations caused by explosions at burdens having widths ranging from 3 to 14 m were
measured from various distances. From the results, it was found for these cases that burden width has a significant impact
on vibrations. Consequently, it was proven that vibrations decrease as burden increases. 相似文献
47.
The buckling and vibration of tube-stiffened axisymmetric shells under external hydrostatic pressure 总被引:1,自引:0,他引:1
The paper reports on a theoretical and an experimental investigation into the buckling and vibration of prolate hemi-ellipsoidal tube-stiffened domes under external water pressure. The theoretical analyses were via the finite element method, where both the fluid and the structure were modelled with finite elements. The dome was modelled with a varying meridional curvature element and with eight displacement degrees of freedom and the water was modelled by solid annular elements where each element had eight pressure degrees of freedom in its cross-section. Comparison was good between experiment and theory. 相似文献
48.
An experimental facility has been designed to study the transverse response of the vortex-induced vibration of a fully submerged horizontal cylinder under the influence of vertical harmonic oscillating motion. The study aims to analyze the vortex self-induced vibration (VSIV) phenomenon which occurs on steel catenary risers (SCR) connected to floating platforms in the deep offshore. These vibrations occur in the absence of a current due to the self-motion of the body caused by a source afar. The experiments were conducted in a tank at the LOC/COPPE/UFRJ (Laboratory of Waves and Current of COPPE, Federal University of Rio de Janeiro). The amplitude and frequency of transverse motion are calculated for various Keulegan-Carpenter numbers and reduced velocities. Thanks to both the use of recent instrumentation and very low damping pneumatic bearing, the paper complements the pioneering work by Sumer and Fredsoe (1988) by exhibiting for the first time the trajectories of the VSIV motion. These are classified based on their different configurations such as oval-shape, eight-shape, etc. The Particle Image Velocimetry (PIV) tests are used to study the behavior of the flow around the cylinder during different trajectories of VSIV motion. 相似文献
49.
150年来地下铁道得到了广泛的发展,近20年来我国的地下铁道更是得到了迅猛的发展.在地下铁道给城市居民的工作和生活带来方便的同时,其引发的振动与噪音也给城市建设和居民生活带来了危害.本文从振动产生、振动传播和振动作用三个阶段论述了地铁振源及其传播的规律;传播特性与振源频率、振源与轨道距离、振动频率,以及列车运行速度、隧道埋深、地质条件、建筑物结构等有关;振动传播影响因素包括:土壤类型、钢轨类型、轨道类型、建筑物质量类型、建筑物材料等;地铁振动的危害是多方面的,噪声干扰人们的日常生活,振动对建筑物的安全性、使用寿命造成影响,同时还影响精密仪表测量等.本文提出了在规划设计阶段、施工阶段的振动控制措施,以期减小其危害. 相似文献
50.
This paper proposes an automatic procedure for train speed evaluation by the dominant frequency method based on the ground vibration characteristic induced by the trainload. A number of field measurements, a total of 154 runs with different train speeds of 198–303 km/h, were carried out to test the stability and accuracy of the proposed evaluation procedure. The evaluation differences of the train speed by using the opposed photoelectric sensing approaches and dominant frequency method are less than 3%, which means that the proposed procedure for automatic train speed evaluation is applicable and accurate. The advantages of the dominant frequency method for train speed calculation are in its mobility and cost-savings with regard to the installation and repair work, especially for long-term monitoring programs at elevated railway systems. Thus, the proposed procedure increases the applicability and potential of the dominant frequency method for train speed monitoring in real-time field measurement, since the evaluation work does not have to be done manually. 相似文献