Title: LNG
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2Contents
- Introduction
- System Characteristics
- Control Algorithms
- Numerical Analysis
- Conclusions
3- Extremely low damping inherent
- Proneness to vibration
- Rain-wind induced vibration
- Necessity to mitigate cable vibration
- causing reduced life of cable and connection
4- Several methods to mitigate cable vibration
- Tying multiple cables together
- Changes to cable roughness
- Discrete passive viscous dampers
- Active transverse and/or axial control
- Semiactive dampers
5- Control algorithms for semiactive technology
- Control strategy based on Lyapunov stability
theory - Decentralized bang-bang control
- Maximum energy dissipation algorithm
- Clipped-optimal control
- Modulated homogeneous friction control
6- Comparative study on performance of
- semiactive control strategies for vibration
control of cable
7 L
T, m
where,
transverse deflection of the cable
transverse damper force at location
transverse shaker force at location
8- Partial Differential Equation of Motion
(1)
where,
9- Solution by Series Approximation
- - Approximation of the transverse deflection
- using a finite series
(2)
10- The static deflection shape function
- First shape function mode shape induced
by damper force
(3)
11- Second shape function mode shape
induced by shaker force
(4)
- Other shape functions cable mode shape
12- Standard Galerkin approach
(5)
where,
13 without magnetic fields
14- - Passive-on
- - Passive-off
v
vmax
t
v
0
t
15- Change of voltage input
- Various algorithms to determine the command
voltage
v
vmax
t
16- equations governing the damper force
(6)
Bouc-Wen
17- Ideal clipped optimal control
- Other control algorithms
Ideal clipped optimal control
Damper force
Cable
Control algorithm
Voltage
Damper force
Cable
Damper
18- Ideal clipped optimal control
- damper force
- Passive off
- voltage input
- Passive on
- voltage input
(7)
(8)
(9)
19- Control based on Lyapunov stability theory
- voltage input
- Maximum energy dissipation alogorithm
- voltage input
- Clipped-optimal control algorithm
- voltage input
(10)
(11)
(12)
- Modulated homogeneous friction algorithm
- voltage input
(13)
20- Parameters for the flat-sag cable model
- Tested by Christenson et al. (2001)
parameters values parameters values
L 12.65 m
m 0.747 kg/m
T 2172 N 2.89 Hz
21- Parameters for the shear-mode MR damper
- Tested by Christenson et al. (2001)
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125
70
700
70
50
22- Gaussian white noise process through a series of
filters
- Low-pass filter for low frequency
roll-off - Excitation filter to excite
primarily first symmetric mode - Elliptical
low-pass filter to attenuate the signal at
higher frequencies
23- Frequency content of shaker force
Elliptical Low-pass filter
Excitation filter
Low-pass filter
24- RMS of shaker force 5.0 N
- Maximum damper force 10 N
- Maximum voltage input 3 V
- Location of shaker and damper
- Location of shaker 2 of the cable length
from support - Location of damper 3 of the cable length
- from other support
25- Performance of Various Control Algorithms
- Maximum Displacement at Mid-Span
26- Maximum Displacement at Quarter-Span
27- RMS (Root mean square) Displacement
28- RMS (Root mean square) Velocity
29- Control Performances normalized by uncontrolled
values
Ideal clipped passive on passive off Lyapu nov MEDA clipped optimal MHF
Max. Displ. (midspan) 0.52 0.76 0.69 0.61 0.79 0.72 0.64
Max. Displ. (quartspan) 0.53 0.71 0.75 0.72 0.81 0.84 0.74
RMS Displ. 0.42 0.78 0.78 0.74 0.82 0.80 0.74
RMS Velocity 0.39 0.81 0.78 0.75 0.82 0.81 0.74
30Ideal clipped Passive on passive off Lyapunov MEDA clipped optimal MHF
31- Several semiactive control algorithms have been
evaluated - for application in cable vibration control
using shear-mode - MR dampers
- Semi-active control system mitigated stay cable
vibration - over uncontrolled case
-
- The Control algorithm based on Lyapunov
stability theory - is most efficient control strategy for
vibration control of stay - cable among the evaluated control algorithms
in this study