Geology Reference
In-Depth Information
Ma, Z. D., Kikuchi, N., & Hagiwara, I. (1993).
Structural topology and shape optimization
for a frequency response problem.
Computa-
tional Mechanics
,
13
(3), 157-174. doi:10.1007/
BF00370133
Papadrakakis, M., Lagaros, N. D., & Plevris,
V. (2005). Design optimization of steel struc-
tures considering uncertainties.
Engineering
Structures
,
27
(9), 1408-1418. doi:10.1016/j.
engstruct.2005.04.002
Maeda, Y., Nishiwaki, S., Izui, K., Yoshimura,
M., Matsui, K., & Terada, K. (2006). Structural
topology optimization of vibrating structures with
specified eigenfrequencies and eigenmode shapes.
International Journal for Numerical Methods
in Engineering
,
67
(5), 597-628. doi:10.1002/
nme.1626
Pedersen, N. L. (2000). Maximization of eigen-
values using topology optimization.
Structural
and Multidisciplinary Optimization
,
20
(1), 2-11.
doi:10.1007/s001580050130
Prager, W. (1969).
Optimality criteria derived
from classical extermum principles. Technical
report, SM Studies Series
. Ontario, Canada: Solid
Mechanics Division, University of Waterloo.
Michell, A. G. M. (1904). The limits of economy
of material in frame structures.
Philosophical
Magazine
,
6
(8), 589-597.
Prager, W. (1974). A note on discretized Mi-
chell structures.
Computer Methods in Applied
Mechanics and Engineering
,
3
(3), 349-355.
doi:10.1016/0045-7825(74)90019-X
Min, S., Kikuchi, N., Park, Y. C., Kim, S., & Chang,
S. (1999). Optimal topology design of structures
under dynamic loads.
Structural Optimization
,
17
(2-3), 208-218.
Querin, O. M. (1997).
Evolutionary structural
optimisation stress based formulation and imple-
mentation
. Unpublished Doctoral dissertation,
Department of Aeronautical Engineering, Uni-
versity of Sydney, Sydney, Australia.
Oh, S. H., Kimb, Y. J., & Ryu, H. S. (2009). Seismic
performance of steel structures with slit damp-
ers.
Engineering Structures
,
31
(9), 1997-2008.
doi:10.1016/j.engstruct.2009.03.003
Querin, O. M., Steven, G. P., & Xie, Y. M.
(1998). Evolutionary structural optimisation
(ESO) using a bidirectional algorithm.
En-
gineering Computations
,
15
(8), 1031-1048.
doi:10.1108/02644409810244129
Olhoff, N., & Du, J. (2005). Topological design
of structures subjected to forced vibration. In J.
Herskovits (Ed.),
Proceedings of the 6
th
World
Congress of Structural and Multidisciplinary Opti-
mization
, Rio de Janeiro, Brazil, 30 May-03 June.
Rozvany, G. I. N. (1972a). Grillages of maximum
strength and maximum stiffness.
International
Journal of Mechanical Sciences
,
14
(10), 651-666.
doi:10.1016/0020-7403(72)90023-9
Olhoff, N., & Rasmussen, S. H. (1977). On single
and bimodal optimum buckling loads of clamped
columns.
International Journal of Solids and
Structures
,
13
(7), 605-614. doi:10.1016/0020-
7683(77)90043-9
Rozvany, G. I. N. (1972b). Optimal load transmis-
sion by flexure.
Computer Methods in Applied
Mechanics and Engineering
,
1
(3), 253-263.
doi:10.1016/0045-7825(72)90007-2
Overton, M. L. (1992). Large-scale optimization
of eigenvalues.
SIAM Journal on Optimization
,
2
(1), 88-120. doi:10.1137/0802007
Rozvany, G. I. N., Zhou, M., & Birker, T. (1992).
Generalized shape optimization without ho-
mogenization.
Structural Optimization
,
4
(3-4),
250-252. doi:10.1007/BF01742754
Search WWH ::
Custom Search