Geology Reference
In-Depth Information
Garcia, D. L. (2001). A simple method for the
design of optimal damper configuration in MDOF
structures.
Earthquake Spectra
,
17
(3), 38-398.
doi:10.1193/1.1586180
Iyengar, R. N., & Manohar, C. S. (1987). Nonsta-
tionary random critical seismic excitations.
Jour-
nal of Engineering Mechanics
,
113
(4), 529-541.
doi:10.1061/(ASCE)0733-9399(1987)113:4(529)
Garcia, D. L., & Soong, T. T. (2002). Efficiency of
a simple approach to damper allocation in MDOF
structures.
Journal of Structural Control
,
9
(1),
19-30. doi:10.1002/stc.3
Lavan, O., Cimellaro, G. P., & Reinhorn, A. M.
(2008). Noniterative optimization procedure for
seismic weakening and damping of inelastic
structures.
Journal of Structural Engineering
,
134
(10), 1638-1648. doi:10.1061/(ASCE)0733-
9445(2008)134:10(1638)
Gluck, N., Reinhorn, A. M., Gluck, J., & Levy,
R. (1996). Design of supplemental dampers
for control of structures.
Journal of Structural
Engineering
,
122
(12), 1394-1399. doi:10.1061/
(ASCE)0733-9445(1996)122:12(1394)
Lavan, O., & Dargush, G. F. (2009). Multi-
objective Evolutionary seismic design with
passive energy dissipation systems.
Journal
of Earthquake Engineering
,
13
, 758-790.
doi:10.1080/13632460802598545
Gurgoze, M., & Muller, P. C. (1992). Optimal
positioning of dampers in multi-body systems.
Journal of Sound and Vibration
,
158
(3), 517-530.
doi:10.1016/0022-460X(92)90422-T
Lavan, O., & Levy, R. (2004). Optimal design of
supplemental viscous dampers for linear framed
structures.
Proceedings of 13
th
World Conference
on Earthquake Engineering,
Paper no: 42.
Hahn, G. D., & Sathiavageeswaran, K. R. (1992).
Effects of added-damper distribution on the
seismic response of buildings.
Computers &
Structures
,
43
(5), 941-950. doi:10.1016/0045-
7949(92)90308-M
Lavan, O., & Levy, R. (2005). Optimal design of
supplemental viscous dampers for irregular shear
frames in the presence of yielding.
Earthquake
Engineering & Structural Dynamics
,
34
(8),
889-907. doi:10.1002/eqe.458
Hall, J. F. (2006). Problems encountered from the
use (or misuse) of Rayleigh damping.
Earthquake
and Structural Dynamics
,
35
, 522-545.
Lavan, O., & Levy, R. (2006a). Optimal design of
supplemental viscous dampers for linear framed
structures.
Earthquake Engineering & Structural
Dynamics
,
35
(3), 337-356. doi:10.1002/eqe.524
Iyengar, R. N. (1970).
Matched inputs.
Report
No. 47, Series J, Center for Applied Stochastics,
Purdue University, W. Lafayette, IN.
Lavan, O., & Levy, R. (2006b). Optimal peripheral
drift control of 3D irregular framed structures
using supplemental viscous dampers.
Journal
of Earthquake Engineering
,
10
(6), 903-923.
doi:10.1080/13632460609350623
Iyengar, R. N. (1972). Worst inputs and a bound
on the highest peak statistics of a class of non-
linear systems.
Journal of Sound and Vibration
,
25
, 29-37. doi:10.1016/0022-460X(72)90593-7
Iyengar, R. N. (1989). Critical seismic excitation
for structures.
Proceedings of the 5th ICOSSAR
,
San Francisco. New York, NY: ASCE Publications.
Leger, P., & Dussault, S. (1992). Seismic energy dis-
sipation in MDOF structures.
Journal of Structural
Engineering
,
118
(5), 1251-1269. doi:10.1061/
(ASCE)0733-9445(1992)118:5(1251)
Iyengar, R. N., & Manohar, C. S. (1985). System
dependent critical stochastic seismic excitations.
M15/6, Proceedings of the 8th International Con-
ference on SMiRT
, Brussels, Belgium.
Search WWH ::
Custom Search