| 大跨度钢结构楼盖的消能减振设计 |
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| 引用本文： | 李坚,俞剑锋. 大跨度钢结构楼盖的消能减振设计[J]. 江苏建筑, 2011, 0(3): 21-24,30 |
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| 作者姓名： | 李坚 俞剑锋 |
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| 作者单位： | 1. 南京大学房地产管理处,江苏南京,210008
2. 杭州大象建筑规划设计咨询有限公司,浙江杭州,310012 |
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| 摘 要： | 文章介绍了某火车站高架候车大厅大跨度钢结构楼盖的消能减震设计.在楼盖指定钢梁的跨中安置TMD-粘滞流体阻尼器消能减振装置,消能减振装置包括TMD和粘滞阻尼器两部分,每个TMD由一个质量块和4个弹簧减振器组成,粘滞阻尼器选用无刚度的速度线性相关型阻尼器.分析计算表明,安装减振装置后,有效地削减了该楼盖的共振响应,所有工况...
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| 关 键 词： | 大跨度钢结构楼盖 消能减振 TMD 粘滞流体阻尼器 共振 |
Vibration Energy Dissipation Design of the Large-span Floor Structure |
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| LI Jian,YU Jian-feng. Vibration Energy Dissipation Design of the Large-span Floor Structure[J]. Jiangsu Construction, 2011, 0(3): 21-24,30 |
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| Authors: | LI Jian YU Jian-feng |
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| Affiliation: | LI Jian1 YU Jian-feng2(1.Real Estate Management of Nanjing University,Nanjing Jiangsu 210008 China,2.Hangzhou Daxiang Construction Planning Design Consultation Co.,Ltd,Hangzhou Zhejiang 310012 China) |
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| Abstract: | This paper presented vibration energy dissipation design of the large-span floor structure.TMD system and fluid viscous dampers were installed in the middle span of steel beam located.A TMD system includes a mass of metal and 4 spring dampers.The fluid viscous damper is a kind of velocity related damper without rigidity.The dynamical analysis and computation results prove that the vibration energy dissipation can effectively reduce the resonance response of the large-span floor structure.All cases of the me... |
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| Keywords: | large-span floor structure vibration energy dissipation TMD fluid viscous damper resonance |
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