-
1
-
-
11544339726
-
Shell optimization, some remarks
-
J. Herskovits (ed.), Kluwer, Dordrecht, The Netherlands
-
B. Rousselet et al., 'Shell optimization, some remarks', in J. Herskovits (ed.), Advances in Structural Optimization, Vol. 25, Solid Mechanics and its Applications, Kluwer, Dordrecht, The Netherlands, 1995, pp. 381-412.
-
(1995)
Advances in Structural Optimization, Vol. 25, Solid Mechanics and Its Applications
, vol.25
, pp. 381-412
-
-
Rousselet, B.1
-
2
-
-
0000378937
-
Numerical analysis and control of bifurcation in finite dimensions
-
E. Doedel et al., 'Numerical analysis and control of bifurcation in finite dimensions', Int. J. Bifurcation Chaos, 1, 493-520 (1991).
-
(1991)
Int. J. Bifurcation Chaos
, vol.1
, pp. 493-520
-
-
Doedel, E.1
-
3
-
-
0025464784
-
A general procedure for the direct computation of turning and bifurcation points
-
P. Wriggers and J. Simo, 'A general procedure for the direct computation of turning and bifurcation points', Int. J. Numer. Meth. Engng., 30, 155-176 (1990).
-
(1990)
Int. J. Numer. Meth. Engng.
, vol.30
, pp. 155-176
-
-
Wriggers, P.1
Simo, J.2
-
4
-
-
0008716780
-
-
Elsevier Science, Oxford, U.K.
-
N. Olhoff and G. Rozvany (eds.), Structural and Multidisciplinary Optimization, Vol. 1, Elsevier Science, Oxford, U.K., 1995.
-
(1995)
Structural and Multidisciplinary Optimization
, vol.1
-
-
Olhoff, N.1
Rozvany, G.2
-
5
-
-
85034285407
-
-
Ph.D. Thesis, Université de Nice-Sophia Antipolis, Nice, France, Laboratoire J. A. Dieudonné, Pare Valrose, 06108 Nice Cedex 2
-
P. Aubert, 'Optimisation de forme en présence d'instabilités', Ph.D. Thesis, Université de Nice-Sophia Antipolis, Nice, France, Laboratoire J. A. Dieudonné, Pare Valrose, 06108 Nice Cedex 2, 1996.
-
(1996)
Optimisation de Forme en Présence d'instabilités
-
-
Aubert, P.1
-
7
-
-
0040682665
-
Thickness optimization of a geometrically non linear arch at limit points
-
P. Aubert, 'Thickness optimization of a geometrically non linear arch at limit points', Appl. Math. Comput. Sci., 6, 101-117 (1996).
-
(1996)
Appl. Math. Comput. Sci.
, vol.6
, pp. 101-117
-
-
Aubert, P.1
-
8
-
-
2642580558
-
Shape optimization of an elastic thin shell under various criteria
-
M. Bernadou, F. J. Palma and B. Rousselet, 'Shape optimization of an elastic thin shell under various criteria', Struct. Optimiz., 3, 7-21 (1991).
-
(1991)
Struct. Optimiz.
, vol.3
, pp. 7-21
-
-
Bernadou, M.1
Palma, F.J.2
Rousselet, B.3
-
9
-
-
0026169029
-
An adjoint variable method for sensitivity analysis of non-linear elastic systems
-
D. Phelan et al., 'An adjoint variable method for sensitivity analysis of non-linear elastic systems', Int. J. Numer. Meth. Engng., 31, 1649-1667 (1991).
-
(1991)
Int. J. Numer. Meth. Engng.
, vol.31
, pp. 1649-1667
-
-
Phelan, D.1
-
10
-
-
0040730843
-
Theoretical and numerical study of non-smooth shape optimization applied to the arch problem
-
A. Habbal, 'Theoretical and numerical study of non-smooth shape optimization applied to the arch problem', Mech. Struct. Mach., 20, 93-117 (1992).
-
(1992)
Mech. Struct. Mach.
, vol.20
, pp. 93-117
-
-
Habbal, A.1
-
11
-
-
59349101807
-
Theory of buckling and post-buckling of elastic structures
-
B. Budiansky, 'Theory of buckling and post-buckling of elastic structures', Adv. Appl. Mech., 2-63 (1974).
-
(1974)
Adv. Appl. Mech.
, pp. 2-63
-
-
Budiansky, B.1
-
13
-
-
34547955474
-
-
Applied Mathematical Sciences, Springer, Berlin
-
S. S. Antman, Nonlinear problems of elasticity, Applied Mathematical Sciences, Vol. 107, Springer, Berlin, 1991.
-
(1991)
Nonlinear Problems of Elasticity
, vol.107
-
-
Antman, S.S.1
-
14
-
-
0022060633
-
A finite strain beam formulation. the three dimensional dynamic problem. Part I
-
J. Simo, 'A finite strain beam formulation. The three dimensional dynamic problem. Part I', Comput. Methods Appl. Mech. Engng., 49, 55-70 (1984).
-
(1984)
Comput. Methods Appl. Mech. Engng.
, vol.49
, pp. 55-70
-
-
Simo, J.1
-
15
-
-
0022792209
-
A three dimensional finite-strain rod model. Part II computational aspects
-
J. Simo and L. Vu-Quoc, 'A three dimensional finite-strain rod model. Part II computational aspects', Comput. Methods Appl. Mech. Engng., 58, 79-116 (1986).
-
(1986)
Comput. Methods Appl. Mech. Engng.
, vol.58
, pp. 79-116
-
-
Simo, J.1
Vu-Quoc, L.2
-
16
-
-
0040565521
-
A finite strain rod model and its design sensibility
-
B. Rousselet, 'A finite strain rod model and its design sensibility', Mech. Struct. Mach., 20, 415-432 (1992).
-
(1992)
Mech. Struct. Mach.
, vol.20
, pp. 415-432
-
-
Rousselet, B.1
-
17
-
-
84991100860
-
Design sensitivity of critical loads and vibration frequencies of nonlinear structures
-
G. Rozwany (ed.), Kluwer, Dordrecht, The Netherlands
-
Z. Mróz, 'Design sensitivity of critical loads and vibration frequencies of nonlinear structures', in G. Rozwany (ed.), Optimization of Large Structural Systems, NATO ASI Series E: Applied Sciences, Vol. 231, Kluwer, Dordrecht, The Netherlands, 1993, pp. 455-476.
-
(1993)
Optimization of Large Structural Systems, NATO ASI Series E: Applied Sciences
, vol.231
, pp. 455-476
-
-
Mróz, Z.1
-
18
-
-
0003465749
-
-
Recherche Mathématiques Appliquée, Masson, Paris. Masson, Springer, Berlin
-
M. Crouzeix and J. Rappaz, On numerical approximation in bifurcation theory, Recherche Mathématiques Appliquée, Masson, Paris. Masson, Springer, Berlin, 1989.
-
(1989)
On Numerical Approximation in Bifurcation Theory
-
-
Crouzeix, M.1
Rappaz, J.2
-
19
-
-
11544314963
-
Sensitivity analysis for a geometrically nonlinear arch model
-
Wiley, Eccomas
-
P. Aubert, 'Sensitivity analysis for a geometrically nonlinear arch model', in Numerical Methods in Engng., Wiley, Eccomas, 1996, pp. 257-263.
-
(1996)
Numerical Methods in Engng.
, pp. 257-263
-
-
Aubert, P.1
-
20
-
-
0019262099
-
A fast incremental iterative solution procedure that handles snap through
-
M. Crisfield, 'A fast incremental iterative solution procedure that handles snap through', Comp. Struct., 13, 55-62 (1981).
-
(1981)
Comp. Struct.
, vol.13
, pp. 55-62
-
-
Crisfield, M.1
-
21
-
-
84971957489
-
-
Chapter 1, Acta Numerica. Press syndicate, Cambridge University Press, Cambridge
-
E. L. Allgower and K. Georg, Continuation and path following, Chapter 1, Acta Numerica. Press syndicate, Cambridge University Press, Cambridge, 1993, pp. 1-64.
-
(1993)
Continuation and Path Following
, pp. 1-64
-
-
Allgower, E.L.1
Georg, K.2
-
23
-
-
0020751886
-
Nonlinear finite element computation of the equilibrium, stability and motion of the extensional beam and ring
-
I. Fried, 'Nonlinear finite element computation of the equilibrium, stability and motion of the extensional beam and ring', Comp. Methods Appl. Mech. Engng., 38, 29-44 (1983).
-
(1983)
Comp. Methods Appl. Mech. Engng.
, vol.38
, pp. 29-44
-
-
Fried, I.1
-
24
-
-
0008175235
-
First and second order design sensitivity at a bifurcation point
-
J. Herskovits (ed.), Solid Mechanics and its Applications, Kluwer, Dordrecht, The Netherlands
-
Z. Mróz and J. Piekarsky, 'First and second order design sensitivity at a bifurcation point', in J. Herskovits (ed.), Advances in Structural Optimization, Solid Mechanics and its Applications, Vol. 25, Kluwer, Dordrecht, The Netherlands, 1995, pp. 349-380.
-
(1995)
Advances in Structural Optimization
, vol.25
, pp. 349-380
-
-
Mróz, Z.1
Piekarsky, J.2
-
26
-
-
0012931966
-
Application of the implicitly updated Arnoldi method with a complex shift-and-invert strategy in MHD
-
M. N. Kooper et al., 'Application of the implicitly updated Arnoldi method with a complex shift-and-invert strategy in MHD', J. Comp. Phys., 118, 320-328 (1995).
-
(1995)
J. Comp. Phys.
, vol.118
, pp. 320-328
-
-
Kooper, M.N.1
-
27
-
-
0028482768
-
Design sensitivity analysis of non-linear structures in regular and critical states
-
Z. Mróz and R. Haftka, 'Design sensitivity analysis of non-linear structures in regular and critical states', Int. J. Solids Struct., 31, 2071-2098 (1994).
-
(1994)
Int. J. Solids Struct.
, vol.31
, pp. 2071-2098
-
-
Mróz, Z.1
Haftka, R.2
-
28
-
-
0018525973
-
Solution algorithms for nonlinear structural problems
-
P. Bergan, 'Solution algorithms for nonlinear structural problems', Comp. Struct., 12, 497-509 (1980).
-
(1980)
Comp. Struct.
, vol.12
, pp. 497-509
-
-
Bergan, P.1
-
29
-
-
0000378934
-
Numerical analysis and control of bifurcation in infinite dimensions
-
May
-
E. Doedel et al., 'Numerical analysis and control of bifurcation in infinite dimensions', Int. J. Bifurcation Chaos, 1, 745-772 (May 1991).
-
(1991)
Int. J. Bifurcation Chaos
, vol.1
, pp. 745-772
-
-
Doedel, E.1
-
30
-
-
0001276330
-
Deflation techniques and block-elimination algorithms for solving bordered singular systems
-
T. F. Chan, 'Deflation techniques and block-elimination algorithms for solving bordered singular systems', SIAM J. Sci. Statist. Comp., 5, 121-134 (1984).
-
(1984)
SIAM J. Sci. Statist. Comp.
, vol.5
, pp. 121-134
-
-
Chan, T.F.1
-
31
-
-
0000873548
-
Newton-like pseudo-arclength methods for computing simple turning points
-
March
-
T. F. Chan, 'Newton-like pseudo-arclength methods for computing simple turning points', SIAM J. Sci. Statist. Comp., 5, 135-148 (March 1984).
-
(1984)
SIAM J. Sci. Statist. Comp.
, vol.5
, pp. 135-148
-
-
Chan, T.F.1
-
32
-
-
0027837369
-
Automatic differentiation in odyssée
-
N. Rostaing et al., 'Automatic differentiation in odyssée', Tellus, 45(A), 558-568 (1993).
-
(1993)
Tellus
, vol.45
, Issue.A
, pp. 558-568
-
-
Rostaing, N.1
-
35
-
-
84866781150
-
-
Electrical engineering Department, University of Maryland, College Park, MD20742
-
C. Laurence et al., User's Guide for CFSQP, A C Code for Solving Large Scale Constraint Nonlinear Optimization Problems, 2nd edn, Electrical engineering Department, University of Maryland, College Park, MD20742, 1994.
-
(1994)
User's Guide for CFSQP, A C Code for Solving Large Scale Constraint Nonlinear Optimization Problems, 2nd Edn
-
-
Laurence, C.1
-
36
-
-
0003733850
-
-
Mathematics and Computer Science Division, Argonne National Laboratory
-
S. Balay et al., PETSc 2.0 Users Manual, Mathematics and Computer Science Division, Argonne National Laboratory, 1997.
-
(1997)
PETSc 2.0 Users Manual
-
-
Balay, S.1
-
37
-
-
11544327579
-
Thickness optimization of geometrically non-linear beam structures with inextensibility
-
N. Olhoff and G. Rozvany (eds.), Elsevier Science, Oxford, U.K.
-
P. Gosling and B. Rousselet, 'Thickness optimization of geometrically non-linear beam structures with inextensibility', in N. Olhoff and G. Rozvany (eds.), Structural and Multidisciplinary Optimization, Vol. 1, Elsevier Science, Oxford, U.K., 1995.
-
(1995)
Structural and Multidisciplinary Optimization
, vol.1
-
-
Gosling, P.1
Rousselet, B.2
-
38
-
-
11544310050
-
Optimality conditions and analytical methods of shape optimization
-
E. Haug and J. Céa (eds.), Sijthoff and Noordhoff, Alphen aan den Rijn, The Netherlands
-
N. V. Banichuk, 'Optimality conditions and analytical methods of shape optimization', in E. Haug and J. Céa (eds.), Optimization of Distributed Parameter Structures, Sijthoff and Noordhoff, Alphen aan den Rijn, The Netherlands, 1981, pp. 973-1004.
-
(1981)
Optimization of Distributed Parameter Structures
, pp. 973-1004
-
-
Banichuk, N.V.1
-
41
-
-
0000660787
-
Minimum stiffness of optimally located supports for maximum value of column buckling loads
-
N. Olhoff and B. Åkesson, 'Minimum stiffness of optimally located supports for maximum value of column buckling loads', Struct. Optim., 3, 163-175 (1991).
-
(1991)
Struct. Optim.
, vol.3
, pp. 163-175
-
-
Olhoff, N.1
Åkesson, B.2
-
42
-
-
84935946921
-
Structural optimization by variational method
-
Center of mechanics and materials of the technical university of Lisbon, C.A. Mota Scares, Tria, Portugal, July
-
N. Olhoff, 'Structural optimization by variational method', in Computer Aided Optimal Design, Structural and Mechanical Systems, vol. 1 of NATO/NASA/NSF/USAF, Advanced Study Institute, 7-97. Center of mechanics and materials of the technical university of Lisbon, C.A. Mota Scares, Tria, Portugal, July 1986.
-
(1986)
Computer Aided Optimal Design, Structural and Mechanical Systems, Vol. 1 of NATO/NASA/NSF/USAF, Advanced Study Institute
, vol.1
, pp. 7-97
-
-
Olhoff, N.1
-
43
-
-
85034299277
-
Finite Element computation of hyper-elastic rods in large displacements
-
Centre de recherche mathématiques de la décision, Université Paris Dauphine, May
-
P. Le Tallec et al., 'Finite Element computation of hyper-elastic rods in large displacements', Tech. rep., Centre de recherche mathématiques de la décision, Université Paris Dauphine, May 1991.
-
(1991)
Tech. Rep.
-
-
Le Tallec, P.1
-
44
-
-
85034288265
-
Optimal forms of shallow arches with respect to vibration and stability
-
The Danish Center for Applied Mathematics and Mechanics, March
-
N. Olhoff and R. H. Plaut, 'Optimal forms of shallow arches with respect to vibration and stability', Tech. Rep. 234, The Danish Center for Applied Mathematics and Mechanics, March 1982.
-
(1982)
Tech. Rep.
, vol.234
-
-
Olhoff, N.1
Plaut, R.H.2
-
45
-
-
85034280584
-
Bimodal optimization of vibrating shallow arches
-
The Danish Center for Applied Mathematics and Mechanics, March
-
N. Olhoff and R. H. Plaut, 'Bimodal optimization of vibrating shallow arches', Tech. Rep. 242, The Danish Center for Applied Mathematics and Mechanics, March 1982.
-
(1982)
Tech. Rep.
, vol.242
-
-
Olhoff, N.1
Plaut, R.H.2
-
46
-
-
0011640825
-
The approximate solution of defining equations for generalized turning points
-
October
-
A. Griewank and G. W. Reddien, 'The approximate solution of defining equations for generalized turning points', SIAM J. Numer. Anal., 33, 1912-1920 (October 1996).
-
(1996)
SIAM J. Numer. Anal.
, vol.33
, pp. 1912-1920
-
-
Griewank, A.1
Reddien, G.W.2
-
47
-
-
11544299232
-
-
Waterloo Maple Software
-
Waterloo Maple Software, Maple Manual, 1995.
-
(1995)
Maple Manual
-
-
-
48
-
-
11544305819
-
-
Wolfram Research
-
Wolfram Research, Mathematica Manual, 1995.
-
(1995)
Mathematica Manual
-
-
-
50
-
-
0003442989
-
-
Collection mathématiques appliquées pour la maitrise, Masson, Paris
-
H. Brezis, Analyse fonctionelle, théorie et applications, Collection mathématiques appliquées pour la maitrise, Masson, Paris, 1993.
-
(1993)
Analyse Fonctionelle, Théorie et Applications
-
-
Brezis, H.1
|