摘要
ATLCD由调频液柱阻尼器(Tuned Liquid Column Damper,TLCD)发展而来,在TLCD液柱端部连接气压控制箱,通过引入控制气压对结构实施主动控制。采用被动TLCD优化设计方法设计阻尼比及频率比,采用LQR算法确定ATLCD系统的主动控制力,并对LQR算法中权矩阵采用遗传算法进行优化。以一五层钢框架结构为例,顶层装ATLCD用LQR算法进行主动控制,加载El-Centro地震波进行时程响应分析,比较无控结构及被、主动控制结构的时程响应结果表明,采用ATLCD的减振效果明显优于采用被动装置。
Active tuned liquid column damper (ATLCD),developed from the tuned liquid column damper (TLCD),is based on the adjuctment of pressure in a gas chamber at the end of the liquid column by virtue of a pressurized reservoir.In the design of ATLCD,the Q and S matrices were obtained by using genetic algorithm.The control performance of ATLCD used in multiple degrees of freedom system was verified via the example of a five-story structure subjected to earthquake excitation.The results indicate that the ATLCD installed in high-rise building can achieve significant response reduction in comparison with the passive TLCD.
出处
《振动与冲击》
EI
CSCD
北大核心
2015年第2期210-214,共5页
Journal of Vibration and Shock
基金
国家自然科学基金(41172250)
国家十二五科技支撑项目(2012BAK09B06)
北京市自然科学基金(8142015)
北京市创新团队提升计划项目(IDHT20140501)
北京工业大学优秀教师培养计划(14085)