【摘要】 本文基于地震响应时程,对高层核筒悬挂结构进行参数分析。首先给出了悬挂减振结构体系的计算模型,在此基础上给出了以主体核筒的顶点位移和基底剪力响应为综合优化目标,悬挂楼面的层间位移角为约束条件的优化数学模型,对设置于核筒和悬挂楼面之间粘滞阻尼器的刚度和阻尼系数进行优化。结果表明:存在最优阻尼器的阻尼系数,使得主体核筒的响应最小;当阻尼器的刚度较小时,可以忽略其对结构动力响应的影响;悬挂楼面的层间位移角作为约束条件,影响结构参数的优化值;通过设置合理的参数才能够同时满足优化目标和悬挂楼面的层间位移角限值。更多还原

【Abstract】 Based on seismic time-history analysis,parametric studies on core-tube with suspension structures are presented in this paper.The simplified method about this structure is given,optimization model considering core-tube top displacement and base shear as optimization objectives and keeping inter-story drift ratio of the suspended floors as constraint condition is summarized,and structural parameters such as damping coefficient and damper stiffness are optimized.The results show that there are optimal damping coefficient leading to the minimum response of the primary core-tube,and that the dynamic response is not sensitive to the lesser damper stiffness,and that the optimal value affected by inter-story drift ratio of the suspended floors as constraint condition and setting reasonable structural parameters could meet the optimization objectives and the inter-story drift ratio limit of the suspended floors.更多还原