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Paper X.6

A Numerical Model for the Computer-Aided Optimum Design of Steel Frames

V.N. Alekhin and Y.I. Olkov

The Urals Polytechnic Institute, USSR

doi:10.4203/ccp.4.10.6

V.N. Alekhin, Y.I. Olkov, "A Numerical Model for the Computer-Aided Optimum Design of Steel Frames", in B.H.V. Topping, (Editor), "Proceedings of the Third International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 273-278, 1987. doi:10.4203/ccp.4.10.6

Abstract

A numerical model of the frame, which takes into account the real stiffness and non-linear behaviour of joints, is described herein. Joints are included into the model as super-elements with automatic finite-element mesh generation. On the base of the model developed the iterative algorithm of optimum material distribution among the frame members is constructed. The design of multi-storey plane frame is presented as an example.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 4/5 PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper X.6 A Numerical Model for the Computer-Aided Optimum Design of Steel Frames V.N. Alekhin and Y.I. Olkov The Urals Polytechnic Institute, USSR doi:10.4203/ccp.4.10.6 purchase the full-text of this paper Full Bibliographic Reference for this paper V.N. Alekhin, Y.I. Olkov, "A Numerical Model for the Computer-Aided Optimum Design of Steel Frames", in B.H.V. Topping, (Editor), "Proceedings of the Third International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 273-278, 1987. doi:10.4203/ccp.4.10.6 Abstract A numerical model of the frame, which takes into account the real stiffness and non-linear behaviour of joints, is described herein. Joints are included into the model as super-elements with automatic finite-element mesh generation. On the base of the model developed the iterative algorithm of optimum material distribution among the frame members is constructed. The design of multi-storey plane frame is presented as an example. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £78 +P&P)
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