| 张海龙,李大华.T形芯板摩擦阻尼器在高层钢框架结构振动控制中的研究[J].安徽建筑大学学报,2016,24(1):30-34 |
| T形芯板摩擦阻尼器在高层钢框架结构振动控制中的研究 |
| Studies on T-shaped Core Plate Frictional Damper in Vibration Control of the High-rise Steel Frame |
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| DOI：10.11921/j.issn.2095-8382.20160107 |
| 中文关键词: 摩擦型阻尼器 耗能减震 振动控制 恢复力模型 位移相关性阻尼器 弹塑性时程分析 |
| 英文关键词: friction damper energy dissipation vibration control restoring force model displacement correlation damper elastic-plastic time-history analysis |
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| 中文摘要: |
| 在结构上附加耗能减震装置是结构被动控制的一种。T型摩擦阻尼器作为一种新型摩擦耗能装置，因其在结构中减震时受到的影响参数少，所以被广泛用来结构的减震隔震。本文通过对在高层钢框架结构中配置T形芯板摩擦阻尼器，在罕见地震作用下的动力分析，并应用SAP2000软件对比分析得到框架结构的位移、内力响应差异，验证了T形芯板摩擦型阻尼器在对高层钢框架结构具有很好的耗能减震效果。 |
| 英文摘要: |
| Additional energy consumption structure of shock absorber damping in structure is passive control. T friction damper, as a new type of friction energy dissipation device, has been widely used in shock dissipation and isolation of the structure because it can only be influenced to a low degree By configuring the T-shaped core plate frictional damper in high-rise steel frame structure，under the action of dynamic analysis in the rare earthquake .this paper gets the displacement and internal force response of frame structure through contrastively analysis by the software of SAP2000, Sso as to verify the T-shaped core plate frictional damper has good shock absorptive effect of consumption in the high-rise steel frame structure. |
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