摘要
为减小结构的地震反应，将液压阻尼控制系统 HDS安装在底层柔性结构的底层，并对其进行了地震模拟振动台试验。根据试验结果在频域内对安装在底层柔性结构上的液压阻尼系统 HDS的底层柔性结构的地震反应控制进行了研究，并分析了系统参数对 HDS工作性能的影响。
In order to reduce the seismic responses, a hydraulic damper system HDS was installed at the first story of the structure with first spacious story and the shaking table tests of this structure have been carried out. In this paper, according to the results of shaking table tests, the seismic responses of structures with first spacious story by HDS are studied in frequency domain. The influences of the parameters of HDS to the control effciency are discussed.
出处
《哈尔滨建筑大学学报》
2000年第5期7-9,共3页
Journal of Harbin University of Civil Engineering and Architecture
基金
国家自然科学基金
辽宁省科学技术基金资助项目!(58238162)
关键词
频谱
阻尼
液压系统
结构控制
地震反应
frequency domain
damping
hydraulic system
structural control
seismic responses
first spacious story
