Geology Reference
In-Depth Information
Martinez-Rodrigo, M., & Romero, M. L. (2003).
An optimum retrofit strategy for moment resisting
frames with nonlinear viscous dampers for seis-
mic applications. Engineering Structures , 25 (2),
913-925. doi:10.1016/S0141-0296(03)00025-7
Shukla, A. K., & Datta, T. K. (1999). Optimal use
of viscoelastic dampers in building frames for
seismic force. Journal of Structural Engineer-
ing , 125 (4), 401-409. doi:10.1061/(ASCE)0733-
9445(1999)125:4(401)
Moreschi, L. M. (2000). Seismic design of energy
dissipation systems for optimal performance. PhD.
Dissertation, Virginia Polytechnic Institute and
State University.
Singh, M. P., & Moreschi, L. M. (2001). Optimal
seismic response control with dampers. Earth-
quake and Structural Dynamics , 30 (4), 553-572.
doi:10.1002/eqe.23
Muravski, G. B. (2004). On frequency independent
damping. Journal of Sound and Vibration , 274 ,
653-668. doi:10.1016/j.jsv.2003.05.012
Singh, M. P., & Moreschi, L. M. (2002). Opti-
mal placement of dampers for passive response
control. Earthquake and Structural Dynamics ,
31 (4), 955-976. doi:10.1002/eqe.132
Palazzo, B., Petti, L., & De Iuliis, M. (2004).
A modal approach to optimally place dampers
in framed structures. Proceedings of 13 th World
Conference on Earthquake Engineering, Paper
no: 769.
Smyrou, E., Priestley, M. J., & Carr, A. J. (2011).
Modelling of elastic damping in nonlinear time-
history analyses of cantilever RC walls. Bulletin
of Earthquake Engineering , 9 (5). doi:10.1007/
s10518-011-9286-y
Palazzo, B., Petti, L., & De Iuliis, M. (2004).
A modal approach to optimally place dampers
in framed structures. Proceedings of 13 th World
Conference on Earthquake Engineering, Paper
no: 769.
Takewaki, I. (1997a). Optimal damper place-
ments for minimum transfer functions.
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
Paola, M. D., & Navarra, G. (2009). Stochastic
seismic analysis of MDOF structures with non-
linear viscous dampers. Structural Control and
Health Monitoring , 16 (3), 303-318. doi:10.1002/
stc.254
Takewaki, I. (1997b). Efficient redesign of damped
structural systems for target transfer functions.
Computer Methods in Applied Mechanics and
Engineering , 147 (3-4), 275-286. doi:10.1016/
S0045-7825(97)00022-4
Pareto, V. (1927). Manuel d'e'conomie politique .
Paris, France: Giard.
Takewaki, I. (1998). Optimal damper position-
ing in beams for minimum dynamic compliance.
Computer Methods in Applied Mechanics and
Engineering , 156 (1-4), 363-373. doi:10.1016/
S0045-7825(97)00221-1
Puthanpurayil, A. M., Dhakal, R. J., & Carr, A. J.
(2011). Modelling of in-structure damping damp-
ing: A review of the state of the art. Proceedings
of 9 th Pacific Conference on Earthquake Engineer-
ing, Paper no: 091.
Takewaki, I. (1999). Displacement-accel-
eration control via stiffness-damping col-
laboration. Earthquake Engineering & Struc-
tural Dynamics , 28 , 1567-1585. doi:10.1002/
(SICI)1096-9845(199912)28:12<1567::AID-
EQE882>3.0.CO;2-1
Reid, T. J. (1956). Free vibration and hysteretic
damping. Journal of Royal Aeronautical Society ,
60 , 283.
Search WWH ::




Custom Search