Exact structural reanalysis by a first-order reduced basis approach-Reference-Cited by-同舟云学术

Exact structural reanalysis by a first-order reduced basis approach

Published:1995-12 Issue:3-4 Volume:10 Page:153-158
ISSN:0934-4373
Container-title:Structural Optimization
language:en
Short-container-title:Structural Optimization

Author:

Kirsch U.,Liu S.

Publisher

Springer Science and Business Media LLC

Subject

Control and Optimization,Computer Graphics and Computer-Aided Design,Computer Science Applications,Control and Systems Engineering,Software,General Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF01742586.pdf

Reference13 articles.

1. Argyris, J.H.; Roy, J.R. 1972: General treatment of structural modifications.J. Struct. Div., ASCE 98, 462–492

2. Barthelemy, J.-F.M.; Haftka, R.T. 1991: Recent advances in approximation concepts for optimum structural design. In: Rozvany, G.I.N. (ed.)Optimization of large structural systems (Proc. NATO/DFG ASI, held in Berchtesgaden, Germany, 1991), pp. 235–256. Dordrecht: Kluwer

3. Fuchs, M.B.; Steinberg, Y. 1991: An efficient approximate analysis method based on an exact univariate model for element loads.Struct. Optim. 3, 107–114

4. Kirsch, U. 1981:Optimum structural design. New York: McGraw Hill

5. Kirsch, U. 1991: Reduced basis approximations of structural displacements for optimal design.J. AIAA 29, 1751–1758

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