Geology Reference
In-Depth Information
Singh, M. P., Singh, S., & Moreschi, L. M. (2002).
Tuned mass dampers for response control of
torsional buildings. Earthquake Engineering &
Structural Dynamics , 31 , 749-769. doi:10.1002/
eqe.119
Zuo, L., & Nayfeh, S. A. (2004). Minimax opti-
mization of multi-degree-of-freedom tuned-mass
dampers. Journal of Sound and Vibration , 272 ,
893-908. doi:10.1016/S0022-460X(03)00500-5
Zuo, L., & Nayfeh, S. A. (2006). The two-degree-
of-freedom tuned-mass damper for suppression of
single-mode vibration under random and harmonic
excitation. Journal of Vibration and Acoustics ,
128 , 56-65. doi:10.1115/1.2128639
Soong, T. T., & Dargush, G. F. (1997). Passive
energy dissipation systems in structural engineer-
ing (1st ed.). England: John Wiley & Sons Ltd.
Takewaki, I. (2009). Building control with passive
dampers: optimal performance-based design for
earthquakes , 1st ed. Singapore: John Wiley &
Sons (Asia) Pte. Ltd.
KEY TERMS AND DEFINITIONS
Verdirame, J. M., Nayfeh, S. A., & Zuo, L. (2002).
Design of multi-degree-of-freedom tuned-mass
dampers. Proceedings of the Society for Photo-
Instrumentation Engineers , 4697 , 98-108.
Den Hartog: A researcher who first proposes
a complete design theory for TMD and is one
of the most referred authors in TMD literatures.
Detuning Effect: An effect that induces reduc-
tion of control effectiveness of a TMD/MTMD
due to mistuning in frequency.
Multiple Tuned Mass Dampers (MTMD):
A passive vibration control device which is com-
posed by multiple TMDs arranged in parallel.
Operating Range: Frequency range in which
a TMD/MTMD is effective.
Passive Control System: A system of struc-
tural control whose characteristic is determined
once by an appropriate design method before the
device is in place.
Soil-Structure Interaction (SSI) Effect: An
effect that describes the interaction between soil
and structure motions due to a flexible foundation.
Stroke: Displacement of TMD/MTMD unit
relative to the installed place.
Torsionally Coupled (TC) Effect: An effect
that describes the coupling of translation and tor-
sion of a building due to the inconsistency of the
center of rigidity and the center of mass.
Tuned Mass Damper (TMD): A passive
vibration control device which is a single-degree-
of-freedom system consisting of mass, damping,
and stiffness components.
Wang, A.-P., & Fung, R.-F. (2001). Dynamic
analysis of a tall building with a tune-mass-damper
device subjected to earthquake excitations. Jour-
nal of Sound and Vibration , 244 (1), 123-136.
doi:10.1006/jsvi.2000.3480
Wang, A.-P., & Lin, Y. H. (2007). Vibration
control of a tall building subjected to earthquake
excitation. Journal of Sound and Vibration , 299 ,
757-773. doi:10.1016/j.jsv.2006.07.016
Wong, K. K. F. (2008). Seismic energy dis-
sipation of inelastic structures with tuned mass
dampers. Journal of Engineering Mechanics ,
134 (2), 163-172. doi:10.1061/(ASCE)0733-
9399(2008)134:2(163)
Wong, K. K. F., & Chee, Y. L. (2004). Energy dis-
sipation of tuned mass dampers during earthquake
excitations. Structural Design of Tall and Special
Buildings , 13 , 105-121. doi:10.1002/tal.244
Wong, W. O., & Cheung, Y. L. (2008). Optimal
design of a damped dynamic vibration absorber
for vibration control of structure excited by ground
motion. Engineering Structures , 30 , 282-286.
doi:10.1016/j.engstruct.2007.03.007
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