质量阻尼器的发展
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摘要
广泛评述了调谐质量阻尼器(TMD)、多重调谐质量阻尼器(MTMD)、主动质量阻尼器(AMD)、半主动TMD(SATMD)、主动调谐/主被动调谐/混合质量阻尼器(ATMD/APTMD/HMD)的研究现状.TMD,MTMD,AMD,SATMD,ATMD/APTMD/HMD能够有效地减小结构的风振与地震反应.指出强震下结构设置TMD,MTMD,AMD,SATMD,ATMD/APTMD/HMD的主要目的是限制结构屈服的进一步发展.因此,基于非线性结构模型的TMD,MTMD,AMD,SATMD,ATMD/APTMD/HMD研究具有重要意义.指出了TMD,MTMD,AMD,SATMD,ATMD/APTMD/HMD有待于进一步研究的若干问题.提出了结构主动多重调谐质量阻尼器(AMTMD)和多重主被动调谐质量阻尼器(MAPTMD)的新控制策略.介绍了AMTMD和MAPTMD的研究进展并指出了进一步研究的发展方向.
A comprehensive survey is given on the tuned mass damper (TMD), the multiple tuned mass damper (MTMD), the active mass damper (AMD), the semi-active TMD, and the active tuned /active-passive tuned /hybrid mass damper. These mass dampers are found to be able to reduce the response of structures due to earthquakes or wind loads. It is pointed out that for the structures subjected to strong earthquakes, these mass dampers may limit their further yielding. Therefore, it is important to conduct a study on these mass dampers based on the structural nonlinear models. Numbers of issues to be further studied are suggested for these mass dampers. Two new control strategies-active multiple tuned mass dampers (AMTMD) and multiple active-passive tuned mass dampers (MAPTMD) are proposed for the vibration control of structures. The development in the studies of AMTMD and MAPTMD and some future directions of are discussed in the present paper.
A comprehensive survey is given on the tuned mass damper (TMD), the multiple tuned mass damper (MTMD), the active mass damper (AMD), the semi-active TMD, and the active tuned /active-passive tuned /hybrid mass damper. These mass dampers are found to be able to reduce the response of structures due to earthquakes or wind loads. It is pointed out that for the structures subjected to strong earthquakes, these mass dampers may limit their further yielding. Therefore, it is important to conduct a study on these mass dampers based on the structural nonlinear models. Numbers of issues to be further studied are suggested for these mass dampers. Two new control strategies-active multiple tuned mass dampers (AMTMD) and multiple active-passive tuned mass dampers (MAPTMD) are proposed for the vibration control of structures. The development in the studies of AMTMD and MAPTMD and some future directions of are discussed in the present paper.
引文
1 Yao J P. Concept of structural control. Journal of Structural Division, ASCE, 1972, 98(7) : 1567-1574
2 Chang C C, Yu L Q. A simple optimal pole location technique for structural control. Engineering Structures, 1998, 20(9) : 792-804
3 Yang J N, Wu J C, Agrawal A K. Sliding mode control for nonlinear and hysteretic structures. Journal of Engineering Mechanics, ASCE, 1995, 121(12) : 1330-1339
4 Wu J C, Yang J N, Schmitendorf W E. Reduced-order H∝ and LQR control for wind-excited tall buildings. Engineering Structures, 1998, 20(3) : 222-236
5 Mackriell L E, Kwok K C S, Samali B. Critical mode control of a wind-loaded tall building using an active tuned mass damper. Engineering Structures, 1997, 19(10) : 834-842
6 Yang J N, Li Z, Liu S C. Stable controllers for instantaneous optimal control. Journal of Engineering Mechanics, ASCE, 1992, 118: 1612-1630
7 Nishimura I, Kobori T, Sakamoto M, et al. Active tuned mass damper. Smart Mater Struct, 1992, 1: 306-311
8 Brown A S, Yang H T Y. Neural Networks for multiobjective adaptive structural control. Journal of Structural Engineering, ASCE, 2001, 127(2) : 203-210
9 Aldawod M, Samali B, Naghdy F, Kwok K C S. Active control of along wind response of tall building using a fuzzy controller. Engineering Structures, 2001, 23: 1512-1522
10 Kwok K C S. Full-scale measurements of wind-induced response Sydney Tower. Journal of Wind Engineering and Industrial Aerodynamics, 1983, 14: 307-318
11 Soong T T. Active Structural Control: Theory and Application. New York: Longman Scientific and Technical Publishing, 1990
12 Cao H, Reinhorn A M, Soong T T. Design of an active mass damper for a tall TV tower in Nanjing, China. Engineering Structures, 1998, 20(3) : 134-143
13 Ankireddi S, Yang H T Y. Simple ATMD control methodology for tall buildings subject to wind loads. Journal of Structural Engineering, ASCE, 1996, 122(1) : 83-91
14 Spencer B F, Sain M K. Controlling buildings: a new frontier in feedback. IEEE Control Systems Mag, 1997, 17: 19-35
15 Kareem A, Kijewski T, Tamura Y. Mitigation of motions of tall buildings with specific examples of recent applications. Wind and Structures, 1999, 2(3) : 201-251
16 Soong T T, Reinhorn A M, Wang Y P, Lin R C. Full scale implementation of active control, Part Ⅰ: System design and simulation results. Journal of Structural Engineering, ASCE, 1991, 117(11) : 3516-3536
17 Reinhorn A M, Soong T T, Riley M A, et al. Full scale implementation of active control, Part Ⅱ: installation and performance. Journal of Structural Engineering, ASCE 1993, 199(11) : 2317-2332
18 Yang J N, Kim J H, Agrawal A K. Resetting semiactive stiffness damper for seismic response control. Journal of Structural Engineering, ASCE, 2000, 126(12) : 1427-1433
19 Xu Y L, Kwok K C S. Semianalytical method for parametric study of tuned mass dampers. Journal of Structural Engineering, ASCE, 1994, 20(3) : 747-764
20 McNamara R J. Tuned mass dampers for buildings. Journal of Structural Engineering, ASCE, 1977, 103: 1785-1798
21 Xu Y L, Kwok K C S, Samali B. Control of wind-induced tall building vibration by tuned mass dampers. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 40: 1-32
22 Xu Y L, Kwok K C S, Samali B. The effect of tuned mass dampers and liquid dampers on cross-wind response of tall/slender structures. Journal of Wind Engineering and Industrial Aerodynamic, 1992, 40: 33-54
23王肇民.电视塔结构TMD风振控制研究与设计.建筑结构学报,1994． 5:2-13
24欧进萍,王永富.设置TMD/TLD控制系统的高层建筑风振分析与设计方法.地震工程与工程振动, 1994,2:61-74
25张相庭.结构顺横风振综合被动控制的研究.同济大学学报,1994,22(4) :415-420
26项海帆,瞿伟廉.高层建筑风振控制基于规范的实用设计方法.振动工程学报, 1999,12(2) :151-156
27 Ricciardelli F. A linear model for structures with Tuned Mass Dampers. Wind and Structures, 1999, 2(3) : 151-171
28李春祥,熊学玉,胡俊生.TMD-高层钢结构系统按规范抗风设计方法.工业建筑, 2000,30(4) :1-4
29李春祥,刘艳霞.高层建筑TMD风振控制优化设计.计算力学学报,2001,18(1) :69-73
30 Constantinou M C, Soong T T, Dargush G F. Passive energy dissipatio
2 Chang C C, Yu L Q. A simple optimal pole location technique for structural control. Engineering Structures, 1998, 20(9) : 792-804
3 Yang J N, Wu J C, Agrawal A K. Sliding mode control for nonlinear and hysteretic structures. Journal of Engineering Mechanics, ASCE, 1995, 121(12) : 1330-1339
4 Wu J C, Yang J N, Schmitendorf W E. Reduced-order H∝ and LQR control for wind-excited tall buildings. Engineering Structures, 1998, 20(3) : 222-236
5 Mackriell L E, Kwok K C S, Samali B. Critical mode control of a wind-loaded tall building using an active tuned mass damper. Engineering Structures, 1997, 19(10) : 834-842
6 Yang J N, Li Z, Liu S C. Stable controllers for instantaneous optimal control. Journal of Engineering Mechanics, ASCE, 1992, 118: 1612-1630
7 Nishimura I, Kobori T, Sakamoto M, et al. Active tuned mass damper. Smart Mater Struct, 1992, 1: 306-311
8 Brown A S, Yang H T Y. Neural Networks for multiobjective adaptive structural control. Journal of Structural Engineering, ASCE, 2001, 127(2) : 203-210
9 Aldawod M, Samali B, Naghdy F, Kwok K C S. Active control of along wind response of tall building using a fuzzy controller. Engineering Structures, 2001, 23: 1512-1522
10 Kwok K C S. Full-scale measurements of wind-induced response Sydney Tower. Journal of Wind Engineering and Industrial Aerodynamics, 1983, 14: 307-318
11 Soong T T. Active Structural Control: Theory and Application. New York: Longman Scientific and Technical Publishing, 1990
12 Cao H, Reinhorn A M, Soong T T. Design of an active mass damper for a tall TV tower in Nanjing, China. Engineering Structures, 1998, 20(3) : 134-143
13 Ankireddi S, Yang H T Y. Simple ATMD control methodology for tall buildings subject to wind loads. Journal of Structural Engineering, ASCE, 1996, 122(1) : 83-91
14 Spencer B F, Sain M K. Controlling buildings: a new frontier in feedback. IEEE Control Systems Mag, 1997, 17: 19-35
15 Kareem A, Kijewski T, Tamura Y. Mitigation of motions of tall buildings with specific examples of recent applications. Wind and Structures, 1999, 2(3) : 201-251
16 Soong T T, Reinhorn A M, Wang Y P, Lin R C. Full scale implementation of active control, Part Ⅰ: System design and simulation results. Journal of Structural Engineering, ASCE, 1991, 117(11) : 3516-3536
17 Reinhorn A M, Soong T T, Riley M A, et al. Full scale implementation of active control, Part Ⅱ: installation and performance. Journal of Structural Engineering, ASCE 1993, 199(11) : 2317-2332
18 Yang J N, Kim J H, Agrawal A K. Resetting semiactive stiffness damper for seismic response control. Journal of Structural Engineering, ASCE, 2000, 126(12) : 1427-1433
19 Xu Y L, Kwok K C S. Semianalytical method for parametric study of tuned mass dampers. Journal of Structural Engineering, ASCE, 1994, 20(3) : 747-764
20 McNamara R J. Tuned mass dampers for buildings. Journal of Structural Engineering, ASCE, 1977, 103: 1785-1798
21 Xu Y L, Kwok K C S, Samali B. Control of wind-induced tall building vibration by tuned mass dampers. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 40: 1-32
22 Xu Y L, Kwok K C S, Samali B. The effect of tuned mass dampers and liquid dampers on cross-wind response of tall/slender structures. Journal of Wind Engineering and Industrial Aerodynamic, 1992, 40: 33-54
23王肇民.电视塔结构TMD风振控制研究与设计.建筑结构学报,1994． 5:2-13
24欧进萍,王永富.设置TMD/TLD控制系统的高层建筑风振分析与设计方法.地震工程与工程振动, 1994,2:61-74
25张相庭.结构顺横风振综合被动控制的研究.同济大学学报,1994,22(4) :415-420
26项海帆,瞿伟廉.高层建筑风振控制基于规范的实用设计方法.振动工程学报, 1999,12(2) :151-156
27 Ricciardelli F. A linear model for structures with Tuned Mass Dampers. Wind and Structures, 1999, 2(3) : 151-171
28李春祥,熊学玉,胡俊生.TMD-高层钢结构系统按规范抗风设计方法.工业建筑, 2000,30(4) :1-4
29李春祥,刘艳霞.高层建筑TMD风振控制优化设计.计算力学学报,2001,18(1) :69-73
30 Constantinou M C, Soong T T, Dargush G F. Passive energy dissipatio
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