泵站建筑振动工况下的流-土-结构相互作用现象

Hendri Hermawan, D. Iranata, D. Irawan
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引用次数: 0

摘要

低层钢筋混凝土建筑的激励发生在施工后的第一年。研究发现,在较厚的土层上,构筑物的输水活动可达4千帕。采用了三种方法来研究动力特性和相互作用,即通常称为流-土-结构相互作用的现象。应用有限元计算来表示土-流体和结构的动力,分别对现有基础条件和理想固定基础条件进行建模和比较。研究发现,结构的模态频率在很大程度上取决于基础的刚度和泵站的流体流量。任意点的位移时程串表明,振动确实发生,且随时间有增加的趋势
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fluid-Soil-Structure Interaction Phenomena on Vibration Case at Pump Station Building
Excitation at low-rise reinforced concrete building had occurred within the first-year post-construction phase. It is found that the structures laying on thick soil layer while performing up to 4 kPa water transport activity. Three approaches have been adopted to investigate the dynamic behavior and the interaction the phenomenon commonly called fluid-soil-structure interaction. Applying the finite element computation to represent the dynamic of the soil-fluid and structure, existing and ideal-fixed base condition are modeled and compared each. It was found that the structure’s modes frequencies, much depend on the rigidity of the base and the fluids traffic on the pump station. Time history string of displacements at the arbitrary point shows that the vibration does occurs and it tendentious increase by time
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