Geology Reference
In-Depth Information
Takewaki, I., & Nakamura, T. (1995). Hybrid in-
verse mode problems for FEM-shear models.
Jour-
nal of Engineering Mechanics
,
121
(8), 873-880.
doi:10.1061/(ASCE)0733-9399(1995)121:8(873)
Trombetti, T., & Silvestri, S. (2007). Novel
schemes for inserting seismic dampers in shear
type systems based upon the mass proportional
component of Rayleigh damping matrix.
Jour-
nal of Sound and Vibration
,
302
(3), 486-526.
doi:10.1016/j.jsv.2006.11.030
Takewaki, I., & Nakamura, T. (1997). Hybrid
inverse mode problems for a structure-foundation
system.
Journal of Engineering Mechanics
,
123
(4), 312-321. doi:10.1061/(ASCE)0733-
9399(1997)123:4(312)
Trombetti, T., Silvestri, S., & Ceccoli, C. (2003).
On the first modal damping ratio of MPD and SPD
systems. Technical Report, Department DISTART
.
Italy: University of Bologna.
Takewaki, I., & Uetani, K. (1999).
Optimal damper
placement in shear-flexural building models. Pro-
ceedings of second world conference on structural
control
(
Vol. 2
, pp. 1273-1282). Chichester, UK:
John Wiley & Sons Ltd.
Tsuji, M., & Nakamura, T. (1996). Optimum
viscous dampers for stiffness design of shear
buildings.
Journal of the Structural Design of Tall
Buildings
,
5
, 217-234. doi:10.1002/(SICI)1099-
1794(199609)5:3<217::AID-TAL70>3.0.CO;2-R
Takewaki, I., & Yoshitomi, S. (1998). Effects of sup-
port stiffnesses on optimal damper placement for a
planar building frame.
Journal of the Structural De-
sign of Tall Buildings
,
7
(4), 323-336. doi:10.1002/
(SICI)1099-1794(199812)7:4<323::AID-
TAL115>3.0.CO;2-L
Val, V. D., & Segal, F. (2005). Effect of damping
model on pre-yielding earthquake response of
structures.
Engineering Structures
,
27
, 1968-
1980. doi:10.1016/j.engstruct.2005.06.018
Viola, E., & Guidi, F. (2009). Influence of the
supporting braces on the dynamic control of
buildings with added viscous dampers.
Structural
Control and Health Monitoring
,
16
(3), 267-286.
doi:10.1002/stc.234
Tan, P., Dyke, S. J., Richardson, A., & Abdul-
lah, M. (2005). Integrated device placement and
control design in civil structures using genetic
algorithms.
Journal of Structural Engineering
,
131
(10), 1489-1496. doi:10.1061/(ASCE)0733-
9445(2005)131:10(1489)
Wada, A., Huang, Y., & Bertero, V. V. (2004). In-
novative strategies in earthquake engineering. In
Bozorgnia, Y., & Bertero, V. V. (Eds.),
Earthquake
engineering: From engineering seismology to
performance-based engineering
(pp. 10-1-10-33).
London, UK: CRC Press.
Taylor, D. P. (1999).
Buildings: Design for damp-
ing
. New York, NY: Taylor Devices Inc.
Trombetti, T., & Silvestri, S. (2004). Added
viscous dampers in shear type structures: The
effectiveness of mass proportional damping.
Jour-
nal of Earthquake Engineering
,
8
(2), 275-313.
doi:10.1080/13632460409350490
Wongprasert, N., & Symans, M. D. (2004).
Application of a genetic algorithm for optimal
damper distribution within the nonlinear seismic
benchmark building.
Journal of Engineering
Mechanics
,
130
(4), 401-406. doi:10.1061/
(ASCE)0733-9399(2004)130:4(401)
Trombetti, T., & Silvestri, S. (2006). On the modal
damping ratios of shear-type structures equipped
with Rayleigh damping systems.
Journal of Sound
and Vibration
,
292
(1-2), 21-58. doi:10.1016/j.
jsv.2005.07.023
Woodhouse, J. (1998). Linear damping mod-
els for structural vibration.
Journal of Sound
and Vibration
,
215
(3), 547-569. doi:10.1006/
jsvi.1998.1709
Search WWH ::
Custom Search