|本期目录/Table of Contents|

[1]李祥秀,刘爱文,李小军.长周期地震动作用下RID- 巨-子结构消能控制体系减震性能研究[J].地震研究,2021,44(02):216-224.
 LI Xiangxiu,LIU Aiwen,LI Xiaojun.Research on the Seismic Performances of a RID-Passive,Mega-Sub Controlled System Subjected to Long-Period Ground Motions[J].Journal of Seismological Research,2021,44(02):216-224.
点击复制

长周期地震动作用下RID- 巨-子结构消能控制体系减震性能研究(PDF/HTML)

《地震研究》[ISSN:1000-0666/CN:53-1062/P]

卷:
44
期数:
2021年02期
页码:
216-224
栏目:
出版日期:
2021-06-30

文章信息/Info

Title:
Research on the Seismic Performances of a RID-Passive,Mega-Sub Controlled System Subjected to Long-Period Ground Motions
作者:
李祥秀1刘爱文1李小军12
(1.中国地震局地球物理研究所,北京 100081; 2.北京工业大学 城市建设学部,北京100124)
Author(s):
LI Xiangxiu1LIU Aiwen1LI Xiaojun12
(1.Institute of Geophysics,China Earthquake Administration,Beijing 100081)(2.Faculty of Architectnre,Civil and Transportation Engineering,Beijing University of Technology,Beijing 100124)
关键词:
RID-巨-子结构消能控制体系 长周期地震动 地震响应 减震性能
Keywords:
RID-passivemega-sub controlled system long-period ground motion seismic response seismic performance
分类号:
TU352.1
DOI:
-
摘要:
为了验证旋转惯容阻尼器(RID)对巨-子结构体系在长周期地震动作用下的减震效果,基于强震动观测数据比较了近断层速度脉冲型地震动和远场类谐和地震动这两类长周期地震动的特点,通过建立RID-巨-子结构消能控制体系的振动微分方程,对比分析了两类长周期地震动对RID-巨-子结构消能控制体系和巨-子结构抗震体系地震响应的影响差异。结果表明,相对于巨-子结构抗震体系,RID-巨-子结构消能控制体系能有效减小结构体系在长周期地震动作用下的地震响应,减震效果明显。
Abstract:
In order to verify the damping effect of the Rotation Inertia Damper(RID)on the mega-sub structure system subjected to long-period ground motions,the characteristics of two types of long-period ground motions named far-field harmonic-like ground motion,near-fault with,velocity pulse ground motions.are compared based on the statistical analysis of strong-motion data.The effect of these two types of ground motions on the RID-passive,mega-sub controlled system and the mega-sub,aseismic system are analyzed by establishing the vibration differential equation.The results show that on this occasion,the RID-passive,mega-sub controlled system is more capable of reducing seismic response than the mega-sub aseismic system.

参考文献/References:

胡聿贤.2006.地震工程学[M].北京:地震出版社.
蓝宗建,田玉基,梁书亭,等.2002.钢筋混凝土巨型框架多功能减震结构的调频减振原理[J].工业建筑,32(1):4-6.
贾路,阮鑫鑫,刘章军.2019.近断层脉冲型地震动的降维模拟[J].地震研究,42(4):516-522.
李祥秀,刘爱文,刘良坤,等.2021.新型巨-子结构消能控制体系的动力特性及减震性能研究[J].振动与冲击,40(3):187-194.
李雪红,王文科,吴迪,等.2014.长周期地震动的特性分析及界定方法研究[J].振动工程学报,27(5):685-692.
李英民,赵晨晓,谭潜.2018.基于HHT地震动分量分离的长周期地震动界定方法[J].振动与冲击,37(7):164-171,219.
刘烁宇,李英民.2018.盆地型长周期地震动的判别准则[J].湖南大学学报:自然科学版,45(5):85-94.
邵越风,白国良,蒋连接.2017.基于EMD 与地震弹性反应谱的长周期地震动鉴别方法研究[J].世界地震工程,33(3):95-104.
王博,白国良,王超群,等.2013.基于Hilbert-Huang变换的长周期地震动能量时频分布比较研究[J].地震工程与工程振动,33(3):71-79.
王博,刘伯权,吴涛,等.2018.长周期地震动低频脉冲特性及反应谱分析[J].地震工程与工程振动,38(3):142-151.
王肇民,邓洪洲,董军.1999.高层巨型框架悬挂结构体系抗震性能研究[J].建筑结构学报,2(1):23-30.
许立英,刘宁,吴应雄.2019.基于抗震分析的长周期地震动的界定与选取[J].地震研究,42(4):569-578.
徐龙军,胡进军,谢礼立.2008.特殊长周期地震动的参数特征研究[J].地震工程与工程振动,28(6):20-27.
俞言祥.2004.长周期地震动研究综述[J].国际地震动态,(7):1-5.
赵西安.1993.钢筋混凝土高层建筑结构设计[M].北京:中国建筑工业出版社.
Chai W,Feng M Q.1997.Vibration control of super tall buildings subjected to wind loads[J].International Journal of Nonlinear Mechanics,32(4):665-668.
Feng M Q,Mita A.1995.Vibration control of tall buildings using mega-sub configuration[J].Journal of Engineering Mechanics,121(10):1082-1087.
Kalkan E,Kunnath S K.2006.Effects of fling step and forward directivity on seismic response of buildings[J].Earthquake Spectra,22(2):367-390.
Koketsu K,Miyake H.2008.A seismological overview of long-period ground motion[J].Journal of Seismology,12(2):133-143.
Lan Z J,Wang X D,Dai H,et al.2000.Multifunctional vibration-absorption RC structures and their seismic response[J].Earthquake Engineering and Structural Dynamics,29(8):1239-1248.
Liu L K,Tan P,Ma H T,et al.2018.A novel energy dissipation outrigger system with rotational inertia damper[J].Advances in Structural Engineering,21(12):1865-1878.
Wang R,Schurr B,Milkereit C,et al.2011.An improved automatic scheme for empirical baseline correction of digital strong-motion records[J].Bulletin of the Seismological Society of America,101(5):2029-2044.
Zhang X A,Wang D,Jiang J S.2005.The controlling mechanism and the controlling effectiveness of passive mega-sub-controlled frame subjected to random wind loads[J].Journal of Sound and Vibration,283(3-5):543-560.

备注/Memo

备注/Memo:
收稿日期:2020-11-04
基金项目:国家重点研发计划(2019YFE0112500),国家自然科学基金(51708518)和中国地震局地球物理研究所基本科研业务费专项(DQJB19B43、DQJB20X08)联合资助.
更新日期/Last Update: 2021-06-30