装有“双功能”软钢阻尼器框架结构振动台试验与分析

PDF(2405 KB)

振动与冲击 ›› 2010, Vol. 29 ›› Issue (8) : 164-168.

论文

装有“双功能”软钢阻尼器框架结构振动台试验与分析

李钢;李宏男

作者信息 +

Shaking Table Experiment of Frame Structure with “dual functions” Metallic Damper

Li Gang; Li Hong-nan

Author information +

文章历史 +

摘要

对装有“双功能”软钢阻尼器的框架结构进行了模拟地震振动台试验与分析，并采用有限元方法进行了振动台试验的数值计算，试验及有限元分析结果均表明，两种“双功能”软钢阻尼器对结构的位移反应均有较好的控制效果，实现了小震下为结构提供初始刚度，大震下消耗地震能的设计思想；从能量的角度分析了两种软钢阻尼器的耗能性能，结果表明，“双功能”软钢阻尼器可以耗散大部分地震动输入给结构的能量，降低结构损伤，是一种理想的消能装置。

Abstract

A steel structure with “dual functions” metallic damper was tested on shaking table to study the dynamic characteristic and seismic responses, especially the effect of this kind of damper on seismic behaviors of the structure. A frame structure model was made with ADPL language in ANSYS program. Seismic responses of the structure with and without metallic damper were discussed and compared. The results of tests and calculations show that the metallic dampers with “dual functions” presented here not only provide certain stiffness in normal using, but also are of good ability of seismic energy dissipation.

导出引用

李钢;李宏男. 装有“双功能”软钢阻尼器框架结构振动台试验与分析[J]. 振动与冲击, 2010, 29(8): 164-168

Li Gang;Li Hong-nan . Shaking Table Experiment of Frame Structure with “dual functions” Metallic Damper[J]. Journal of Vibration and Shock, 2010, 29(8): 164-168