chapter 13 tuned-mass dampers - دانشگاه صنعتی شریف -...
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
Chapter 13 Tuned-Mass Dampers
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
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
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
Major References • Chapter 8
– Sections 8.1 to 8.8
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
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.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
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.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
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 63rd 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.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
1. Introduction
• 2-300-ton TMDs in John Hancock Tower, Boston – In-phase motions control lateral response. – Out-of-phase motions control torsional response.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
1. Introduction
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
1. Introduction
• 660-ton Pendulum TMD to reduce wind vibrations in 101 Taipei Building, Taiwan.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
1. Introduction
• 5-ton Pendulum TMD to reduce wind vibrations of Marina Bay SkyPark in Singapore.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
1. Introduction
• Seismic upgrade of LAX Airport Theme Building with 600-ton TMD and viscous dampers.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
2. Theory of Undamped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
3. Theory of Undamped Tuned-mass Dampers Under Harmonic Base Motion
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
C1
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
a1 =
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
2
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
4. Theory of Damped Tuned-mass Dampers Under Harmonic Loading
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
5. Seismic Application of Tuned-Mass Dampers
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
5. Seismic Application of Tuned-Mass Dampers
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
5. Seismic Application of Tuned-Mass Dampers
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
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.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
6. Analysis of Structures with Tuned-Mass Dampers
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
6. Analysis of Structures with Tuned-Mass Dampers
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
6. Analysis of Structures with Tuned-Mass Dampers
x1 = xN x2 = xN + z 47
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
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.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
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
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
7. Seismic Response of Inelastic Buildings with Tuned-Mass Dampers
• Building Models – Shear wall-type buildings, 3 and 10, and 25 stories.
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
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).
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
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).
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
7. Seismic Response of Inelastic Buildings with Tuned-Mass Dampers
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
8. Design Considerations
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
8. Design Considerations
e.g.: ζeq = 0.20 ζ1 = 0.05 µ = 0.41 →very difficult
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CIE 626 - Structural Control Chapter 1 - Introduction
CIE 626 Structural Control Chapter 13 – Tuned-Mass Dampers
Thank you!
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