Chapter 13 Tuned-Mass Dampers. CIE Structural Control 1
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1 Chapter 13 Tuned-Mass Dampers 1
2 CONTENT 1. Introduction 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 5. Seismic Application of Tuned-Mass Dampers 6. Analysis of Structures with Tuned-Mass Dampers 7. Seismic Response of Inelastic Buildings with Tuned-Mass Dampers 8. Design Considerations 2
3 Chapter 8 Major References Sections 8.1 to 8.8 3
4 1. Introduction Tuned-mass dampers (TMDs) or vibration absorbers: First suggested by Hermann Frahm in 1909 (US Patent #989958). Relatively small mass-spring-dashpot systems calibrated to be in resonance with a particular mode of vibration. Usually installed on roofs of buildings. TMDs effective in reducing wind-induced vibrations in high-rise buildings and floor vibrations induced by occupant activity. More recently, TMDs considered for seismic protection of buildings. 4
5 1. Introduction Advantages of TMDs: Capable of significantly reducing dynamic response of linear structures. Construction is simple: assembly of a mass, a spring, and a viscous damper at a given point on the structure. No need for external power source or sophisticated hardware. Disadvantages of TMDs: Require a relatively large mass. Require large space for installation. Usually undergo large relative displacements and require large clearances. Need to be mounted on a smooth surface to minimize friction and facilitate free motion. Basic theory of TMDs presented. Potential seismic applications of TMDs explored. 5
6 1. Introduction 373-ton TMD in Citycorp Center, New York City First lateral natural frequency = 0.16 Hz. 1% damping ratio in first mode. TMD installed on 63 rd floor. TMD produces effective damping ratio of 4%. Wind induced accelerations reduced by 50%. Linear nitrogen charged springs, hydrostatic bearings, control actuators, power supply and electronic control. 6
7 1. Introduction ton TMDs in John Hancock Tower, Boston In-phase motions control lateral response. Out-of-phase motions control torsional response. 7
8 1. Introduction 8
9 1. Introduction 660-ton Pendulum TMD to reduce wind vibrations in 101 Taipei Building, Taiwan. 9
10 1. Introduction 5-ton Pendulum TMD to reduce wind vibrations of Marina Bay SkyPark in Singapore. 10
11 1. Introduction Seismic upgrade of LAX Airport Theme Building with 600-ton TMD and viscous dampers. 11
12 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 12
13 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 13
14 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 14
15 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 15
16 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 16
17 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 17
18 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 18
19 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 19
20 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 20
21 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 21
22 2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading 22
23 3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion 23
24 3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion 24
25 3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion 25
26 3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion 26
27 3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion 27
28 3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion 28
29 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 29
30 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 30
31 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading C 1 31
32 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading a 1 = 32
33 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 33
34 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 34
35 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 35
36 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 2 36
37 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 37
38 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 38
39 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 39
40 4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading 40
41 5. Seismic Application of Tuned-Mass Dampers 41
42 5. Seismic Application of Tuned-Mass Dampers 42
43 5. Seismic Application of Tuned-Mass Dampers 43
44 6. Analysis of Structures with Tuned-Mass Dampers TMD tuned to a single structural frequency. For seismic applications, TMDs usually tuned to fundamental mode of vibration. TMD often installed on building roof. 44
45 6. Analysis of Structures with Tuned-Mass Dampers 45
46 6. Analysis of Structures with Tuned-Mass Dampers 46
47 6. Analysis of Structures with Tuned-Mass Dampers x 1 = x N x 2 = x N + z 47
48 6. Analysis of Structures with Tuned-Mass Dampers Same approach can mitigate vibrations of any mode. A structure with a TMD may experience inelastic deformations during a strong earthquake. When inelastic deformations occur, fundamental frequency decreases. TMD may lose effectiveness due to de-tuning effect. Detuning phenomenon discussed in next section. 48
49 7. Seismic Response of Inelastic Buildings with Tuned-Mass Dampers Carr (2005) investigated seismic response of shear wall reinforced concrete buildings equipped with TMDs Main objective to investigate seismic fragility of elastic and inelastic reinforced concrete buildings with TMDs of various sizes Ensembles of ground motions representing various seismic hazard levels 49
50 7. Seismic Response of Inelastic Buildings with Tuned-Mass Dampers Building Models Shear wall-type buildings, 3 and 10, and 25 stories. 50
51 7. Seismic Response of Inelastic Buildings with Tuned-Mass Dampers Analysis Procedure Two-dimensional lumped-mass model of each building model with and without TMDs. Torsional effects neglected. Each model included only one wall with one gravity column. Total dead loads acting on interior columns applied to gravity column. TMD modeled as a SDOF system on roof of building. TMD tuned to Equations (8.43) and (8.46). 51
52 7. Seismic Response of Inelastic Buildings with Tuned-Mass Dampers Ground Motions Ensembles of synthetic strong ground motions generated for Southern California site. Ground motions for 2%, 5%, 10%, and 20% probabilities of exceedence in 50 years (return periods of 2475, 975, 475, and 224 years). Each ensemble comprised of 25 earthquake records. Total of 100 strong ground motions considered. Strong motions simulated using the Specific Barrier Model (Papageorgiou and Aki 1983a, 1983b). 52
53 7. Seismic Response of Inelastic Buildings with Tuned-Mass Dampers 53
54 8. Design Considerations 54
55 8. Design Considerations e.g.: ζ eq = 0.20 ζ 1 = 0.05 µ = 0.41 very difficult 55
56 Thank you! 56
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