| 高层钢结构粘弹性耗能减振试验与分析 |
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| 引用本文： | 欧进萍 邹向阳. 高层钢结构粘弹性耗能减振试验与分析[J]. 哈尔滨建筑大学学报, 1999, 32(4): 1-6 |
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| 作者姓名： | 欧进萍 邹向阳 |
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| 基金项目： | 国家和黑龙江省杰出青年科学基金 |
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| 摘 要： | 首先对国产ＺＮ－２２型粘弹性材料制作的耗能器进行了性能试验，得到了这种材料在土木结构频率范围内的基本性能，其次，对１６层钢结构模型在不同方式设置粘弹性耗能器的情况下进行结构地震模拟振动台试验，分析比较了不同方式设置粘弹性耗能器对结构动力性能的影响以及相应位移和加速度减振效果，为工程实际应用提供了基础。
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| 关 键 词： | 高层钢结构 粘弹性耗能器 耗能减振 性能试验 |
Experiment and Analysis Study on Seismic Vibration -- Suppressed Effects of Viscoelastic Energy Dissipation on Steel High -- rise Structureon steel High -- rise Structure |
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| Ou Jinping, Zou Xiangyang. Experiment and Analysis Study on Seismic Vibration -- Suppressed Effects of Viscoelastic Energy Dissipation on Steel High -- rise Structureon steel High -- rise Structure[J]. Journal of Harbin University of Civil Engineering and Architecture, 1999, 32(4): 1-6 |
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| Authors: | Ou Jinping Zou Xiangyang |
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| Affiliation: | Ou Jinping; Zou Xiangyang |
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| Abstract: | in this paper, firstly, the performance of dampers made of ZN -- 22 type viscoelastic materialswhich were produced in China was tested and the essential properties of such materials within the frequencyrange of civil engineering are obtained; secondly, the seismic -- simulated table test of a 16 story high -- risesteel structure model which was incorporated with the dampers made of ZN -- 22 type viscoelastic materials bydifferent ways was done, the influence of structural dynamic performance of different cases of mounting viescoelastic dampers and the correspondent anti -- vibration effect of displacement and acceleration were compared, the foundation for using in civil engineering was made. |
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| Keywords: | high -- rise steel structure viscoelastic damper energy dissipation performance test seismic -- simulated table test |
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