Geology Reference
In-Depth Information
Takewaki, I. (1997). Optimal damper
placement for minimum transfer function.
Earthquake Engineering & Structural Dy-
namics
,
26
(11), 1113-1124. doi:10.1002/
(SICI)1096-9845(199711)26:11<1113::AID-
EQE696>3.0.CO;2-X
Yaomin, F., & Kazuhiko, K. (1998). Comparative
study of frames using viscoelastic and viscous
dampers.
Journal of Structural Engineering
,
124
(5), 513-522. doi:10.1061/(ASCE)0733-
9445(1998)124:5(513)
Yoshida, O., & Dyke, S. J. (2005). Response
control of full-scale irregular buildings using
magnetorheological dampers.
Journal of Struc-
tural Engineering
,
131
(5), 734-742. doi:10.1061/
(ASCE)0733-9445(2005)131:5(734)
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
Zhang, R. H., & Soong, T. T. (1992). Seismic
design of viscoelastic dampers for structural ap-
plications.
Journal of Structural Engineering
,
118
(5), 1375-1392. doi:10.1061/(ASCE)0733-
9445(1992)118:5(1375)
Tsuji, M., & Nakamura, T. (1996). Optimal
viscous dampers for stiffness design of shear
buildings.
Structural Design of Tall Build-
ings
,
5
, 217-234. doi:10.1002/(SICI)1099-
1794(199609)5:3<217::AID-TAL70>3.0.CO;2-R
Zhu, H. P., & Xu, Y. H. (2005). Optimum param-
eters of Maxwell model-defined dampers used to
link adjacent structures.
Journal of Sound and
Vibration
,
279
(1-2), 253-274. doi:10.1016/j.
jsv.2003.10.035
Wang, J. F., & Lin, C. C. (2005). Seismic per-
formance of multiple tuned mass dampers for
soil-irregular building interaction systems.
Inter-
national Journal of Solids and Structures
,
42
(20),
5536-5554. doi:10.1016/j.ijsolstr.2005.02.042
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