新型巨-子结构消能控制体系的动力特性及减震性能研究

PDF(1386 KB)

振动与冲击 ›› 2021, Vol. 40 ›› Issue (3) : 187-194.

论文

李祥秀1，刘爱文1，刘良坤2，李小军1,3

作者信息 +

Dynamic characteristics and aseismic performance of a new mega-substructure energy-dissipating control system

LI Xiangxiu1, LIU Aiwen1, LIU Liangkun2, LI Xiaojun1,3

Author information +

文章历史 +

摘要

基于旋转惯容阻尼器（RID, Rotation Inertia Damper）具有实际物理质量小，且能提供较大阻尼力的特点，提出将RID应用到巨型结构体系，形成RID-巨-子结构消能控制体系。通过建立RID-巨-子结构消能控制体系的振动微分方程，分析RID参数（等效质量和等效阻尼系数）对系统动力特性的影响规律。在此基础上，从结构时程响应及随机响应两个方面研究该新型巨-子结构消能控制体系的减震性能。研究结果表明：RID参数会对系统的自振频率和阻尼比产生不同的影响。RID-巨-子结构消能控制体系相对于巨-子结构抗震体系而言，能有效地减小结构体系在地震激励下响应。所得研究成果可为巨型结构体系的减震设计提供建议。

Abstract

Due to rotation inertia damper (PID) having a small physical mass and providing a larger damping force, it was proposed to be used in mega-structure systems to form a new RID-mega-substructure energy-dissipating control system. The vibration differential equation of the new RID-mega-substructure energy-dissipating control system was established to analyze the influence law of RID parameters including equivalent mass and equivalent damping coefficient on dynamic characteristics of the new system. Then, the aseismic performance of the new system was studied from two aspects of structural time history response and random response. The study results showed that RID parameters can have different effects on natural frequencies and damping ratios of the new system; compared with a mega-substructure aseismic system, the new RID-mega-substructure energy-dissipating control system can effectively reduce seismic responses of a structural system under earthquake; the results can provide suggestions for aseismic design of mega-structure systems.

导出引用

李祥秀1，刘爱文1，刘良坤2，李小军1,3. 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, 2021, 40(3): 187-194

LI Xiangxiu1, LIU Aiwen1, LIU Liangkun2, LI Xiaojun1,3. Dynamic characteristics and aseismic performance of a new mega-substructure energy-dissipating control system[J]. Journal of Vibration and Shock, 2021, 40(3): 187-194

参考文献

[1] 赵西安. 钢筋混凝土高层建筑结构设计. 北京:中国建筑工业出版社,1993
Zhao Xian. Structural design of reinforced concrete high-rise building. Beijing: China Building Industry Press, 1993. (in Chinese)
[2] Feng M Q, Mita A. Vibration control of tall buildings using mega-sub configuration. Journal of Engineering Mechanics, 1995, 121(10): 1082-1087.
[3] Chai W, Feng M Q. Vibration control of super tall buildings subjected to wind loads. International Journal of Nonlinear Mechanics, 1997, 32(4): 665-668.
[4] Zhang X A, Qin X J, Cherry S, et al. A New Proposed Passive Mega-Sub Controlled Structure and Response Control. Journal of Earthquake Engineering, 2009, 13(2):252-274.
[5] Zhang X A, Wang D, Jiang J S. The controlling mechanism and the controlling effectiveness of passive mega-sub-controlled frame subjected to random wind loads. Journal of Sound and Vibration, 2005, 283(3-5): 543-560.
[6] Qin X J, Zhang X A, Cherry S. Study on semi-active control of mega-sub controlled structure by: MR damper subject to random wind loads. Earthquake Engineering and Engineering Vibration, 2008, 27(3): 285-294.
[7] Qin X J, Zhang X A, Zou L, et al. Research on Active Control of Mega-sub Controlled Structure with Dampers Subjected to Seismic Loads. International Multi-Conference of Engineers and Computer Scientists, 2010: 1055-1060.
[8] Qin X J, Zhang X A. Vibration Controlling Characteristics of a New Improved Mega-Sub Controlled Structure Subjected to Random Wind Loads. International Multi-Conference of Engineers and Computer Scientists, 2009: 1342-1347.
[9] Hwang J S, Kim J, Kim Y M. Rotational inertia dampers with toggle bracing for vibration control of a building structure. Engineering Structures, 2007, 29(6):1201-1208.
[10] Isoda K, Hanzawa T, Tamura K. A study on response characteristics of an SDOF model with rotating inertia mass dampers. Journal of Structural and Construction Engineering, 2009, 642:1469–1476 (in Japanese).
[11] Isoda K, Hanzawa T, Tamura K. A study on earthquake energy input to the structure with rotating inertial mass dampers. Journal of Structural and Construction Engineering, 2010, 650:751–759 (in Japanese).
[12] 刘良坤, 谭平, 闫维明等. 一种新型惯容减震器的设计及减震效果研究. 振动与冲击, 2018, 37(15):156-163,170.
Liu Liangkun, Tan Ping, Yan Weiming, et al. Design of a novel inerter damper and its aseismic effect under earthquake. Journal of Vibration and Shock, 2018, 37(15):156-163,170. (in Chinese)
[13] Liu L K, Tan P, Ma H T, et.al. A novel energy dissipation outrigger system with rotational inertia damper. Advances in Structural Engineering, 2018, 21(12):1865–1878.
[14] 蓝宗建,田玉基. 钢筋混凝土矩形框架多功能减震结构的调频原理. 工业建筑, 2002,32(1):4-6.
Lan Zongjian, Tian Yuji. Structure-control mechanism of multifunctional vibration-absorption of RC megaframe structures. Industrial Construction, 2002,32(1):4-6. (in Chinese)
[15] 白国良, 朱丽华. 基于现行抗震规范的Kanai-Tajimi模型参数研究. 世界地震工程, 2004, 20(3):114-118.
Bai Guoliang, Zhu Lihua. Study on the parameters of Kanai-Tajimi model based on the code(GB50011-2001). World Earthquake Engineering, 2004, 20(3):114-118.