摘要
研究调谐液体阻尼器的工作特性,验证该类型阻尼器的耗能能力。对6层混凝土框架结构进行ANSYS建模,并进行模态分析和7度罕遇地震下结构的顶点最大位移响应分析,确定结构的模态分布和容易损坏的位置。实体模型振动台试验测试结果表明,合理安装TLD阻尼器对于框架结构减振效果明显,顶点最大位移降低38.1%,同时顶点最大加速度降低44.0%。
The performance characteristics of tuned liquid damper（ TLD） are studied in this paper and the results show that the damper has excellent capability of energy consumption. A model of 6 layers frame structure is constructed by ANSYS software,and the vertex maximum displacement responses are analyzed under severe earthquake. Meanwhile,the modal analysis is also completed. Based on the above,the modal distribution and location of the damage easily is obtained. Subsequently,the physical model is experimental tested on shaking table,and the results show that the TLD can effectively reduce the displacement and acceleration responses of frame structure. Among them,the vertex maximum displacement and the maximum acceleration is reduced by 38. 1% and 44. 0% respectively.
出处
《重庆科技学院学报（自然科学版）》
CAS
2015年第2期99-101,108,共4页
Journal of Chongqing University of Science and Technology：Natural Sciences Edition
基金
住房和城乡建设部科技项目(2012-K2-39)
安徽理工大学重大教研项目(2014ZDXM037)
关键词
调谐液体阻尼器
工作特性
振动台测试
框架结构
tuned liquid damper
performance characteristic
vibration table test
frame structure
