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minimum displacement of the main girder,
the spatially equal damper distribution is
recommended for the uncertainty of the
traveling wave effect. The value of damp-
ing coefficient C is set as 15000 kN·s/m
when control efficiency are considered.
Andrzej, S., Przemyslaw, K., & Jan, H. S. (2008).
Damage identification in skeletal structures using
the virtual distortion method in frequency domain.
Mechanical Systems and Signal Processing
,
22
(8),
1826-1839. doi:10.1016/j.ymssp.2008.03.009
Aydin, E., Boduroglu, M. H., & Guney, D. (2007).
Optimal damper distribution for seismic reha-
bilitation of planar building structures.
Structure
Engineering
,
29
(2), 176-185. doi:10.1016/j.
engstruct.2006.04.016
•
Analysis results show that the combination
of the AHP and first-order optimization
method is effective and reliable methods
in damper optimization for seismic control
of long-span suspension bridges. However,
more researches are required for the accu-
rate optimization of seismic control effect
of long-span suspension bridges.
Bao, Y. D., Wu, Y. P., He, Y., et al. (2004). An
improved AHP method in performance assess-
ment.
WCICA 2004-Fifth World Congress on
Intelligent Control and Automation, Conference
Proceedings,
Vol. 1, (pp. 177-180).
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