自體調諧質量阻尼系統動力反應最佳化於實務案例之可行性研究

陳培榮; 劉郁芳; 李柏翰; 林子剛; 張國鎮

doi:10.6849/SE.201709_32(3).0003

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P48 - 68

工程学 > 工程学总论
工程学 > 土木与建筑工程

DOI： 10.6849/SE

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自体调谐质量阻尼系统动力反应最佳化於实务案例之可行性研究

Feasibility Study on Building Mass Damper Using Optimum Dynamic Response Control Algorithm for Practical Application

陈培荣(Pei-Rong Chen) ；刘郁芳(Yu-Fang Liu) ；李柏翰(Bo-Han LEE) ；林子刚(Tzu-Kang Lin) ；张国镇(Kuo-Chun Chang)

结构工程； 32 卷 3 期 (2017 / 09 / 01) ， P48 - 68

繁体中文 DOI： 10.6849/SE.201709_32(3).0003

调谐质量阻尼器；中间樓层隔震；自体调谐质量阻尼器；目标函數；结构控制；动力反应最佳化； Mid-story isolation system ； Tuned mass damper ； Building mass damper ； Objective function ； Optimum Dynamic Response Control Algorithm

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摘要 │ 参考文献 (27) │ 国际计量

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In a mid-story isolated building, the isolation system is incorporated into the mid-story rather than the base of the building. The effectiveness of mid-story isolation design in reducing seismic demands on the superstructure above the isolation system has been verified in many researches. However, the response of substructure may be amplified due to the flexibility and the contribution of the higher modes. On the other hand, although tuned mass damper has been recognized as an effective energy absorbing device to reduce the undesirable vibrations of the attached vibrating system subjected to harmonic excitations, the mass ratio of most TMD was not enough for earthquake resistance due to the limitation of the building space. Therefore, the concept of building mass damper (BMD) design has been developed, which incorporates the TMD design concept into the mid-story isolated building to control the seismic response of both substructure and superstructure. In the BMD design, the superstructure serves as a tuned absorber mass while the stiffness and damping can be provided by the isolation system composed of elastomeric bearings and additional dampers, as the advantages of conventional TMD and mid-story isolation systems can be integrated. A simplified three-lumped-mass structure model, in which three lumped masses are respectively assigned at the building mass absorber, the control layer, and the primary structure, is rationally assumed to represent a building structure with a BMD system. The reason for doing this is that the inherent dynamic characteristics (fundamental modal characteristics of vibration) of both the building mass absorber and the primary structure can be considered comprehensively in the simplified structure model. The feasibility of the optimum BMD (OBMD) design method has been verified in previous studies. In this research, the 57 story steel frame is used to be a bare frame. According to 2% inherent damping ratios of the TMD, BMD and OBMD can be designed respectively. Six real earthquake records with distinct seismic characteristics adopted in this research are selected for the ground acceleration inputs along the longitudinal and transversal direction. On the other hand, the acceleration transfer functions of the simplified three-lumped-mass structural model and the FFT of each ground motion are used to describe the seismic behavior of the TMD, BMD and OBMD. Then, the seismic responses of the OBMD system are thoroughly investigated and the practicability and effectiveness of the OBMD system for seismic design are verified.

参考文献 ( 27 ) 〈TOP〉

(2007)。台北車站聯合开发大樓土建工程高层结构设计审查說明，永峻工程顾问股份有限公司，民国96年11月。
建筑物耐震规范及解說，内政部，民国100年7月。
Chang, K. C.,Hwang, J.S.,Wang, S. J.,Lee, B. H.,Chen, Y. H.(2012).Seismic behavior of structures with building mass damper systems.Proc. of the 15TH World Conference on Earthquake Engineering (15 WCEE),Lisbon, Portugal:
Chang, K.C.,Chuang, W.C.,Wang, S.J.,Hwang, J.S.(2015).From seismic isolation to building mass damper -an experimental and analytical study.Proc. of the Structural Engineering Frontier Conference,Yokohama, Japan:
Chang, K.C.,Hwang, J.S.,Wang, S.J.(2009).Applications of Seismic Isolation and Energy Dissipation Systems to Buildings in Taiwan.Proceedings of the JSSI 15th Anniversary International Symposium on Seismic Response Controlled Buildings for Sustainable Society,Tokyo, Japan:

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