近断层地震下基于新型减隔震装置的大型LNG储罐动力响应研究

SEISMIC RESPONSE ANALYSIS OF LARGE-SCALE LNG STORAGE TANKS ISOALTED BY INNOVATIVE ISOLATION DEVICES UNDER NEAR-FAULT EARTHQUAKES

  • 摘要: 针对基础隔震液化天然气(Liquefied Natural Gas, LNG)储罐在近断层地震下可能因支座位移超限而发生管道断裂和罐体倾覆等问题,开发了一种由摩擦摆支座和U型阻尼器组合而成的新型减隔震装置。对减隔震装置展开低周往复加载试验,研究摩擦摆支座和U型阻尼器的协同工作性能;采用LS-DYNA建立减隔震装置有限元模型,与试验结果对比验证其可靠性,并进一步分析阻尼器几何尺寸对减隔震装置力学性能的影响。以国内某160 000 m3LNG储罐为研究对象,建立精细化有限元模型,考虑液体与罐壁耦联作用,评估隔震前后LNG储罐动力响应;构建目标函数,综合考虑罐体响应减震率与隔震层位移控制率,提出合理的减隔震方案。结果表明,U型阻尼器的水平刚度随宽度和厚度的增加而增加,且力学性能主要受厚度影响;针对典型160 000 m3LNG储罐,采用滑动半径1.2 m的摩擦摆支座时,建议增设厚度为30 mm的LY160软钢阻尼器;滑动半径3.0 m的摩擦摆支座建议采用厚度为30 mm的Q345阻尼器或厚度为42 mm的LY160软钢阻尼器;滑动半径6.0 m的摩擦摆支座建议采用厚度为30 mm的Q345阻尼器。

     

    Abstract: In order to solve the problem that base-isolated LNG storage tanks may suffer pipeline rupture and tank overturning due to excessive isolator displacements under near-fault earthquakes, an innovative isolation device composed of a friction pendulum bearings (FPB) and U-shape dampers was proposed. A quasi-static test was performed to analyze the mechanical properties of the isolation device. A parametric analysis was conducted on them based on a validated FE model. The seismic mitigation effect of the isolation devices on a 160 000 m3 LNG storage tank was analyzed, and an objective function was defined to compare the performance of different isolation devices. Results show that the mechanical properties of the dampers are mainly controlled by the plate thickness, and the horizontal stiffness and yield force of the dampers increase with the increase of plate widths and thicknesses. For the typical 160 000 m3 LNG storage tank, it is recommended to adopt the FPB-1.2 bearings equipped with LY160-30 dampers, FPB-3.0 bearings equipped with Q345-30 or LY160-40 dampers, and FPB-6.0 equipped with Q345-30 dampers.

     

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