刘良坤, 潘兆东, 谭平. 具有耗能减震层的连体结构减震分析[J]. 工程力学, 2021, 38(S): 202-208, 242. DOI: 10.6052/j.issn.1000-4750.2020.05.S037
引用本文: 刘良坤, 潘兆东, 谭平. 具有耗能减震层的连体结构减震分析[J]. 工程力学, 2021, 38(S): 202-208, 242. DOI: 10.6052/j.issn.1000-4750.2020.05.S037
LIU Liang-kun, PAN Zhao-dong, TAN Ping. DAMPING PERFORMANCE ANALYSIS OF THE CONNECTED STRUCTURE WITH ENERGY-DISSIPATION STORY[J]. Engineering Mechanics, 2021, 38(S): 202-208, 242. DOI: 10.6052/j.issn.1000-4750.2020.05.S037
Citation: LIU Liang-kun, PAN Zhao-dong, TAN Ping. DAMPING PERFORMANCE ANALYSIS OF THE CONNECTED STRUCTURE WITH ENERGY-DISSIPATION STORY[J]. Engineering Mechanics, 2021, 38(S): 202-208, 242. DOI: 10.6052/j.issn.1000-4750.2020.05.S037

具有耗能减震层的连体结构减震分析

DAMPING PERFORMANCE ANALYSIS OF THE CONNECTED STRUCTURE WITH ENERGY-DISSIPATION STORY

  • 摘要: 基于能量集中耗散的理念,提出在连体结构一侧塔楼设置减震层,形成具有耗能减震层的连体结构控制体系,并利用达朗贝尔原理推导了该体系的振动微分方程,研究了三种不同结构形式的连体结构控制体系最优参数特征及减震效果。结果表明:这三种连体结构控制体系的最优阻尼系数与刚度随减震层位置的上升呈下降趋势,其中最优阻尼变化相对平稳,而最优刚度则变化较大;当减震层设置在低楼层时,可以获得相对较好的减震效果,且在偏刚塔楼设置减震层的减震效果更佳,但最优参数数值更大;左右塔楼的减震效果存在一定差异性,其中左塔楼楼层响应所呈现出减震层位置越低效果越好的趋势更加明显,右塔楼则在减震层位置附近的楼层具有较好的减震效果;连体结构设置减震层后,其顶层响应抑制效果显著。

     

    Abstract: Based on the concept of energy concentration and dissipation, it was proposed to set the damping story on one tower of the connected structure to form a connected structure control system with energy-dissipation story. By means of the D'Alembert principle, vibration differential equation of the system was derived and the optimal parameter characteristics and damping effects of three different connected control systems were studied. The results show that the optimal damping coefficients and stiffness of these three connected structure control systems show a downward trend with the rise of the damping story. Among them, the optimal damping coefficients are relatively stable, while the optimal stiffness changes greatly; When the damping story is set on the lower floors, the connected structure can get a relatively good damping effect, and the damping effect of the damping story located in the higher stiffness tower is better, while the value of the optimal parameter is larger; There is a certain difference in the damping effect of the left and right towers. The floor response of the left tower shows a more obvious trend that the lower the position of the damping layer, the better the effect is; while the right tower has a better damping effect on the floor near the damping story; The top response of the connected structure with damping story is significantly suppressed.

     

/

返回文章
返回