隔震结构的楼面设计倾覆谱研究

FLOOR DESIGN ROCKING SPECTRUM OF ISOLATED STRUCTURE

  • 摘要: 为保证隔震建筑中浮放设备的抗震安全,将浮放设备简化为二维矩形刚体且仅发生倾覆,并考虑浮放设备与隔震结构的相互作用,建立了隔震结构-倾覆型浮放设备组合体系的运动方程和Simulink动力仿真模型,分析得到水平地震作用下隔震结构中浮放设备的最大摇摆角。定义隔震结构的楼面倾覆谱为无量纲的设备最大摇摆角与设备周期的关系曲线,再采用统计回归分析方法,对大量隔震结构楼面倾覆谱进行分段拟合和标定,得到隔震结构的楼面设计倾覆谱。基于实时混合试验方法,对隔震结构-倾覆型浮放设备组合体系进行实测,用实测结果绘制出隔震结构楼面倾覆均值谱,并与提出的隔震结构楼面设计倾覆谱进行比较,结果显示:提出的楼面设计倾覆谱可客观地刻画楼面倾覆谱的主要特征,还原谱的曲线变化,与试验所得的楼面倾覆均值谱相比,两谱的谱型基本一致,各周期点谱值的平均误差小于5%,说明提出的楼面设计倾覆谱准确可靠。用该楼面设计倾覆谱,对倾覆型的柜式浮放设备,只要已知设备外观尺寸、设备质量、隔震结构参数和地震参数,就可直接确定浮放设备的最大摇摆角,便于工程应用。

     

    Abstract: In order to ensure the seismic safety of freestanding equipment in isolated buildings, the freestanding equipment is simplified as a two-dimensional rectangular rigid body with rocking only, and the interaction between the freestanding equipment and the isolated structure is considered. The equations of motion of the isolated structure-overturned freestanding equipment combination system and the Simulink dynamic simulation model are established, and the maximum sway angle of the freestanding equipment in the isolated structure is obtained analytically under horizontal seismic action. The floor rocking spectrum of the isolated structure is defined as a dimensionless curve of the relationship between the maximum sway angle of the equipment and the period of the equipment, and then the statistical regression analysis method is adopted to fit and calibrate a large number of floor rocking spectra of the isolated structure in segments and obtain the floor design rocking spectrum of the isolated structure. Based on the real-time hybrid test method, a real test is carried out on the combined system of isolated structure and overturning-type of freestanding equipment, and the mean floor rocking spectrum of the isolated structure is plotted with the measured results and compared with the proposed floor design rocking spectrum of the isolated structure, and the results show that the proposed floor design rocking spectrum can objectively depict the main features of the floor rocking spectrum, and restore the curve variation of the spectrum. The two spectra are basically consistent with each other, and the average error of the spectral values at each periodic point is less than 5%, which indicates that the proposed floor design rocking spectrum is accurate and reliable. With this floor design rocking spectrum, for the overturning-type of cabinet freestanding equipment, as long as the equipment appearance size, equipment mass, seismic isolation structure parameters and earthquake parameters are known, the maximum sway angle of the freestanding equipment can be determined, which is convenient for engineering applications.

     

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