Technical Papers
Sep 29, 2020

Damping of Cable with HDR Damper Accounting for Restraint Boundary Conditions

Publication: Journal of Bridge Engineering
Volume 25, Issue 12

Abstract

Conventional designs for added damping in stay cables with a High Damping Rubber (HDR) damper are commonly carried out assuming perfect boundary conditions at the cable ends or a smooth transition between the damper and cable. This paper proposes an asymptotic formulation for the attainable damping in stay cables with an externally installed HDR damper that accounts for uncertain boundaries at the cable ends, which includes hinged, fixed, and rotational restraint ends. The results indicate that by adjusting supports at the cable ends with finite rotational restraint stiffness, the damper works more effectively. In addition, a reduction factor (Rrd) of the achievable damping caused by rotational restraint at an HDR damper location will be proposed and investigated for a clamped–clamped cable. In the design of an HDR damper with a rotational restraint between the damper and cable, the damping ratio is reidentified by multiplying the designed damping of a conventional case by the reduction factor (Rrd).

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Data Availability Statement

All data, models, and codes generated or used during the study appear in the published article.

Acknowledgments

The authors thank Professor Yozo Fujino, Yokohama National University, Japan and Dr. Hoang Nam, Ho Chi Minh City University of Technology, Vietnam for insightful explanations on the asymptotic solution and reduction factors.

Notation

The following symbols are used in this paper:
a
damper location from the left end of cable;
Ci
constants of mode shape of cable;
EI
bending stiffness of cable;
Fa
damper force;
i
imaginary number, a part of complex number;
K,K¯
spring stiffness of HDR damper and its nondimensional parameter;
K¯stropt,K¯fopt,K¯hopt,K¯ropt
optimal coefficient of HDR damper for taut string cable, fixed end cable, hinged end cable and rotational restraint end cable, respectively;
K¯rdopt
optimal coefficient of HDR damper for fixed end cable under rotational restraint consideration between cable and damper;
Kr
elastic stiffness of rotational restraint;
k¯r
nondimensional parameter of Kr;
l
cable length;
m
mass per unit length of cable;
q
intermediate parameter of cable bending stiffness;
Rf
reduction factor of damping due to bending stiffness for fixed end cable;
Rh
increase factor of damping due to bending stiffness for hinged end cable;
Rr
modification factor of damping due to bending stiffness for rotational restraint end cable;
Rrd
reduction factor of damping due to rotational restraint at damper location;
r
nondimensional parameter of damper location;
T
chord tension of cable;
t
time coordinate;
v(y, t)
cable transverse displacement;
y
coordinate;
v~a
amplitude of mode shape at y = a;
v~(y)
mode shape of cable;
φ
loss factor of rubber material;
ηf, ηh, ηr
modification factor of K¯ due to cable bending for fixed end cable, hinged end cable and rotational restraint end cable, respectively;
ηrd, ηrd1, ηrd2
modification factor of K¯ due to rotational restraint at damper location;
βn
nth wave number of a cable with HDR damper;
βtn
nth wave number of a taut string without damper;
δ1,2
parameter of cable mode shape;
η
nondimensional parameter of cable bending stiffness;
ξn
damping ratio corresponding to nth mode of cable; and
ωn
nth complex natural frequency of cable.

References

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Information & Authors

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 25Issue 12December 2020

History

Received: Jan 27, 2020
Accepted: Jul 8, 2020
Published online: Sep 29, 2020
Published in print: Dec 1, 2020
Discussion open until: Mar 1, 2021

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Authors

Affiliations

Ph.D. Candidate, Dept. of Civil Engineering, Yokohama National Univ., 79-5 Tokiwadai, Hodogaya-ku, Yokohama 240-8501, Japan (corresponding author). ORCID: https://orcid.org/0000-0002-2838-9252. Email: [email protected]; [email protected]
Hiroshi Katsuchi [email protected]
Professor, Dept. of Civil Engineering, Yokohama National Univ., 79-5 Tokiwadai, Hodogaya-ku, Yokohama 240-8501, Japan. Email: [email protected]
Hitoshi Yamada, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Yokohama National Univ., 79-5 Tokiwadai, Hodogaya-ku, Yokohama 240-8501, Japan. Email: [email protected]

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