Geology Reference
In-Depth Information
Ziegler F. & Kazemi A.A. (2013), Bridge vibra-
tions effectively damped by means of tuned liq-
uid column gas dampers.
Asian Journal of Civil
Engineering
(BHRC),
14
(1), 1-16
Shum, K. M., & Xu, Y. L. (2002). Multiple-tuned
liquid column dampers for torsional vibration
control of structures: Experimental investigation.
Earthquake Engineering & Structural Dynamics
,
31
, 977-991. doi:10.1002/eqe.133
Soong, T. T., & Dargush, G. F. (1997).
Passive
energy dissipation systems in structural engineer-
ing
. Chichester, UK: John Wiley & Sons.
ADDITIONAL READING
Chang, C. C., & Hsu, C. T. (1998). Control perfor-
mance of liquid column vibration absorbers.
En-
gineering Structures
,
20
, 580-586. doi:10.1016/
S0141-0296(97)00062-X
Souza, S. L. T., Caldas, I. L., Vianab, R. L.,
Balthazar, J. M., & Brasil, R. M. L. R. F. (2006).
Dynamics of vibrating systems with tuned liq-
uid column dampers and limited power supply.
Journal of Sound and Vibration
,
289
, 987-998.
doi:10.1016/j.jsv.2005.03.001
Gao, H., Kwok, K. S. C., & Samali, B. (1999).
Characteristics of multiple tuned liquid column
dampers in suppressing structural vibration.
En-
gineering Structures
,
21
, 316-331. doi:10.1016/
S0141-0296(97)00183-1
Spencer, B. F., & Sain, M. K. (1997). Controlling
buildings: A new frontier in feedback.
IEEE-
Control Systems Magazine on Emerging Technol-
ogy
,
17
, 19-35. doi:10.1109/37.642972
Haroun, M. A., Pires, J. A., & Won, A. Y. J.
(1996). Suppression of environmentally-induced
vibrations in tall buildings by hybrid liquid
column dampers.
Structural Design of Tall
Buildings
,
5
, 45-54. doi:10.1002/(SICI)1099-
1794(199603)5:1<45::AID-TAL58>3.0.CO;2-F
Wu, J. C., Wang, Y. P., Lee, C. L., Liao, P. H.,
& Chen, Y. H. (2008). Wind-induced interaction
of a non-uniform tuned liquid column damper
and a structure in pitching motion.
Engineer-
ing Structures
,
30
, 3555-3565. doi:10.1016/j.
engstruct.2008.05.029
Hitchcock, P. A., Kwock, K. C. S., & Watkins, R. D.
(1997). Characteristics of liquid column vibration
absorbers (LCVA).
Engineering Structures
,
19
,
126-144. doi:10.1016/S0141-0296(96)00042-9
Yalla, S. K., Kareem, A., & Kantor, J. C. (2001).
Semi-active tuned liquid column dampers for
vibration control of structures.
Engineering
Structures
,
23
, 1469-1479. doi:10.1016/S0141-
0296(01)00047-5
Idelchick, I. E. (2005).
Handbook of hydraulic
resistance
. Jaico Publishing House.
Kagawa, K., Yoshimura, Y., Fujita, K., Yamasaki,
Y., & Ayabe, S. (1994). Semi-active and passive
vibration control of structure by fluid system.
Ac-
tive and Passive Control of Mechanical Vibration
,
289
, 41-48, New York, NY: ASME..
KEY TERMS AND DEFINITIONS
Den Hartog Optimization:
Analytical opti-
mization in frequency domain recommended for
optimizing a modally isolated 2DOF generalized
system (structure with a TLCGD attached). It
serves as initial value for a subsequent optimiza-
tion in state space.
Sakai, F., Takaeda, S., & Tamaki, T. (1989). Tuned
liquid column dampers - New type device for
suppression of building vibrations.
Proceedings
of the International Conference on High-rise
Buildings
, Nanjing, (pp. 926-931).
Search WWH ::
Custom Search