Geometrical stiffness and sensitivity matrices for optimization of semi-rigid steel frameworks-Reference-Cited by-同舟云学术

Geometrical stiffness and sensitivity matrices for optimization of semi-rigid steel frameworks

Published:1992-03 Issue:1-2 Volume:5 Page:95-99
ISSN:0934-4373
Container-title:Structural Optimization
language:en
Short-container-title:Structural Optimization

Author:

Xu L.

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/BF01744701.pdf

Reference16 articles.

1. Ang, K.M.; Morris, G.A. 1983: Behaviour of three-dimensional flexibly connected steel frames.Research Report, Dept. of Civil Engineering, University of Manitoba, Canada

2. Chen, W.F. (ed.) 1987:Joint flexibility in steel frames. Amsterdam: Elsevier

3. CISC and CSCC joint publication 1983: A project analysis approach to building costs.Canadian Institute of Steel Constr. Council, Toronto, Ontario, Canada

4. Cunningham, R. 1990: Some aspects of semi-rigid connections in structural steelwork.Struct. Eng. 68, 85–92

5. Fleury, C.; Sander, G. 1978: Structural optimization by finite elements.LTAS Report SA-58, University of Liege, Belgium

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