为了不额外增大结构自重,同时又能将TMD原理很好的应用于高层建筑结构地震反应控制,本文提出以带肋楼板的恒载和活荷载换算为子结构的质量、设置在主梁(包括次梁)和带肋楼板之间的橡胶隔震垫的抗侧刚度和阻尼代替子结构的弹簧和阻尼器的一种TMD体系。考虑该TMD的高层建筑为研究对象,建立振动微分方程,利用自编程序进行地震反应弹塑性时程分析,讨论该体系的合理性和可行性。基于定点理论的思想对TMD的设计方法进行研究。在多种地震动作用下,分别计算原结构与消能减震结构的地震反应,并对比两者的耗能情况。考虑TMD设置位置对消能结构地震反应的影响,分析该TMD在实际工程中实施的可行性和方案,最终提出简单有效的TMD设计方法-定点理论修正法。基于该方法并运用算例模型进行计算分析,结构运用该方法后具有较好的消能减震效果,故定点理论修正法是合理可靠的。
Abstract
In order not to increase the weight of the structure, and make the TMD principle well applied to the structural seismic response control of tall building .This paper presents a TMD system. In this system, dead loads and live loads of ribbed floor are converted into the quality of substructure and lateral stiffness and damping of rubber isolation pad set in the main beam (including beam) and ribbed slab replace the spring and damper of substructure. Based on the study of rise building with TMD , vibration differential equations and computer programs are established for elastic-plastic time history analysis and the rationality and feasibility of the system is discussed. Research on design method of TMD based on fixed point theory. Calculate the seismic responses of original structure and energy dissipation structure under a variety of earthquake actions and compare the energy distribution. By considering the effect of the TMD location on energy dissipation structure seismic response and analyzing the feasibility and scheme of the TMD used in practical engineering, finally a simple and effective design method of TMD is presented- the theory of fixed point correction method. Based on this method , case models are used to calculate and analyze. It is proved that structure using this method has better effect of energy dissipation and the theory of fixed point correction method is reasonable and reliable .
关键词
调谐质量阻尼器 /
设计方法 /
地震响应 /
能量关系
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Key words
tuned mass damper /
design method /
seismic response /
energy relations
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参考文献
[1]陈永祁,彭程,马良喆.调谐质量阻尼器(TMD)在高层结构上 应用的总结与研究[J].建筑结构.2013,S2:269-275.
Chen Yongqi , Peng Cheng , Ma Liangzhe. Effect analysis of tuned mass damper ( TMD) in high-rise structure[J]. Building Structure.2013,S2:269-275.
[2] 徐家云,雷静雅.小高层建筑中屋顶花园TMD的振动控制作用[J].自然灾害学报,2005,14(4) :154-157.
Xu jiayun,Lei jingya,Vibration control effect of roof garden as a TMD in mid-rise building[J].Journal Of Natural Disaster. 2005,14(4):154-157.
[3] 王磊,谭平等. 屋顶水箱TMD对加固结构的减震控制研究[J].四川建筑科学研究,2013,39(3):166-169.
Wang lei, Tan ping. Application of roof tank TMD in structural reinforcement design[J].Sichuan Building Science.2013,39(3):
166-169.
[4] 田志昌,钱稼茹.作为动力消振器的滑动屋盖系统[J].工程力学,2002,19(1):29-33.
Tian zhichang, Qian jiaru. Sliding roof system-a vibration absorber for buildings[J].Engineering Mechanics.2002,19(1):
29-33.
[5] 翁大根,蒋通等.楼面滑动隔震装置设计与试验研究[J].世界地震工程,2001,17(3):109-115.
Wen dagen, Jiang tong. Study on the floor sliding isolation system[J].World Information Earthquake Engineering.2001,
17(3):109-115.
[6] 冼巧玲,刘建安,周福霖.楼板隔震消能结构的振动台试验研究[J].地震工程与工程振动,2008,28(3):145-151.
Xian qiaoling, Liu jianan, Zhou fulin. Shaking table test on the slab isolating and energy dissipating (SIED) structure [J].Journal of Earthquake Engineering and Earthquake Vibration.2008,28(3):145-151.
[7] 韦长庚. 室内设施隔震-房屋结构减震体系的初步研究[D].广州:广州大学.2013.
[8]中华人民共和国住房和城乡建设部.GB50009-2012.建筑结构荷载规范[M].北京:中国建筑工业出版社,2012:14-17,74-76.
[9] 建筑隔震橡胶支座主要力学性能.西安达盛隔震技术有限公司.
[10]背户一登.结构振动控制[M].机械工业出版社,2010:28-35,63-69.
[11]张敏.建筑结构抗震分析与减震控制[M].西南交通大学出版社,2007:189-197.
[12]裴星洙.建筑结构抗震分析与设计[M].北京:北京大学出版社,2013:126-138.
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