基于建筑模块化和悬挂楼板减震的原理提出了悬挂楼板模块体系(modularized suspended floors system, MSFS)。利用楼板作为质量块,组成分布阵列式多调谐质量阻尼器(distributed array multiple tuned mass dampers, d-array-MTMDs)系统。通过输入32条远场和近场地震动记录进行时程分析,对平均调谐频率比η、调谐频带宽度系数β、调谐阻尼比ζT、TMD数量n以及主结构层数N,共5个参数展开研究。结果表明,d-array-MTMDs的减震效果优于普通MTMDs系统;ζT对系统减震性能影响较小,当η为0.7~1.0、β为2.0时,系统具有更好的减震效果;当n大于某阈值时,系统的减震效果趋于稳定,阈值与η线性正相关,与ζT非线性负相关。随着模块建筑层数的增加,系统也能维持较好的减震效果。
Abstract
A modularized suspended floors system (MSFS) was proposed based on the principle of building modularity and vibration controlling by using suspended floors. A distributed array multiple tuned mass dampers (d-array-MTMDs) system was constructed using floor stabs as TMDs. Thirty-two ground motion records were entered for time-history analysis and the optimal values of the five parameters are given, including the average tuning frequency ratio η, the tuning bandwidth coefficient β, the tuning damping ratio ζT, the number of TMDs n, and the number of layers N of the main structure. The results show that the damping effect of d-array-MTMDs system is better than that of ordinary MTMDs system. ζT has little influence on the vibration control performance of the system. When η is 0.7~1.0 and β is 2.0, the system has the best vibration control effect. When n is greater than a certain threshold, the vibration control effect and stability of the system are improved significantly. The threshold is positively correlated with η and negatively correlated with ζT. With the increase of the number of a module building storey, the system can also maintain an improved vibration control effect.
关键词
模块化建筑 /
阵列多调谐质量阻尼器 /
悬挂结构 /
振动控制
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Key words
modular building /
multi-tuned mass damper /
suspension structure /
vibration control
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参考文献
[1] Frahm H. Device for Damped Vibrations of Bodies[J]. US Pat, 1911.
[2] Ormondroyd J. Theory of the dynamic vibration absorber[J]. Transaction of the ASME, 1928, 50: 9-22.
[3] Tuan A Y, Shang G Q. Vibration control in a 101-storey building using a tuned mass damper[J]. Journal of Applied Science and Engineering, 2014, 17(2): 141-156.
[4] Domizio M, Ambrosini D, Curadelli O. Performance of tuned mass damper against structural collapse due to near fault earthquakes[J]. Journal of Sound and Vibration, 2015, 336: 32-45.
[5] Chowdhury A H, Iwuchukwu M D, Garske J J. The past and future of seismic effectiveness of tuned mass dampers[M]. Structural control. Springer, Dordrecht, 1987: 105-127.
[6] Clark A J. Multiple passive tuned mass dampers for reducing earthquake induced building motion[C]. Proceedings of the 9th world conference on earthquake engineering, Tokyo-Kyoto, Japan. 1988, 5: 779-784.
[7] Ayorinde E O, Warburton G B. Minimizing structural vibrations with absorbers[J]. Earthquake Engineering & Structural Dynamics, 1980, 8(3): 219-236.
[8] Bakre S V, Jangid R S. Optimum multiple tuned mass dampers for base-excited damped main system[J]. International Journal of Structural Stability and Dynamics, 2004, 4(04): 527-542.
[9] 倪铭, 闫维明, 许维炳, 王瑾. 简谐激励下双调谐质量阻尼器基本特性研究[J]. 振动与冲击, 2015, 34(17): 213-219.
NI Ming,YAN Weiming,XU Weibing,et al.Fundamental characteristics of a double-tuned mass damper under simple-harmonical excitations[J]. Journal of Vibration and Shock, 2015, 34(17): 213-219.
[10] Anajafi H, Medina R A. Robust design of a multi‐floor isolation system[J]. Structural Control and Health Monitoring, 2018, 25(4): e2130.
[11] Elias S, Matsagar V, Datta T K. Distributed tuned mass dampers for multi-mode control of benchmark building under seismic excitations[J]. Journal of Earthquake Engineering, 2019, 23(7): 1137-1172.
[12] Bin P, Tehrani M H, Nisa M, et al. Analysis and optimization of a nonlinear dual‐mode floor isolation system subjected to earthquake excitations[J]. Earthquake Engineering & Structural Dynamics, 2021, 50(9): 2334-2354.
[13] Casagrande L, Villa E, Nespoli A, et al. Innovative dampers as floor isolation systems for seismically-retrofit multi-storey critical facilities[J]. Engineering Structures, 2019, 201: 109772.
[14] Xiang Y, Koetaka Y, Okuda N. Single-story steel structure with LVEM-isolated floor: Elastic seismic performance and design response spectrum[J]. Engineering Structures, 2019, 196: 109314.
[15] Xiang Y, Koetaka Y. Structural feasibility of incorporating the LVEM-isolated floor in the first story of a two-story steel frame[J]. Engineering Structures, 2019, 199: 109686.
[16] Salvi J, Rizzi E. Optimum earthquake-tuned TMDs: seismic performance and new design concept of balance of split effective modal masses[J]. Soil Dynamics and Earthquake Engineering, 2017, 101: 67-80.
[17] Miyamoto K, Nakano S, She J, et al. Design Method of Tuned Mass Damper by Linear-Matrix-Inequality-Based Robust Control Theory for Seismic Excitation[J]. Journal of Vibration and Acoustics, 2022, 144(4): 041008.
[18] Ozturk B, Cetin H, Aydin E. Optimum vertical location and design of multiple tuned mass dampers under seismic excitations[C]. Structures. Elsevier, 2022, 41: 1141-1163.
[19] Xiang P, Nishitani A. Seismic vibration control of building structures with multiple tuned mass damper floors integrated[J]. Earthquake Engineering & Structural Dynamics, 2014, 43(6): 909-925.
[20] 刘洋, 陈志华, 刘佳迪,等. 柱承重式钢结构模块建筑抗震性能试验研究[J]. 天津大学学报(自然科学与工程技术版), 2021, 54(02): 122-132.
LIU Yang,CHEN Zhihua,LIU Jiadi,et al. Experimental study on seismic performance of corner-supported modular steel buildings[J]. Journal of Tianjin University(Science and Technology) , 2021, 54(2): 122-132.
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