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Paper XII.2

Optimum Design of Frames with Variable Cross Sections under Stability Constraints

M.S. Hayalioglu* and M. Ulker+

*Civil Engineering Department, University of Dicle, Diyarbakir, Turkey
+Civil Engineering Department, University of Firat, Elazig, Turkey

doi:10.4203/ccp.18.12.2

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M.S. Hayalioglu, M. Ulker, "Optimum Design of Frames with Variable Cross Sections under Stability Constraints", in B.H.V. Topping, (Editor), "Developments in Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 345-353, 1993. doi:10.4203/ccp.18.12.2

Abstract

An optimum design algorithm is presented for plane frames with variable cross sections under displacement, stress, lateral buckling and stability constraints. The optimality criteria method is used to develop recursive relationships for the design variables considering above mentioned constraints. Matrix displacement method is also used for linear-elastic analysis of frames required at every design cycle. A number of design examples are presented to demonstrate the application of the algorithm.

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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: 18 DEVELOPMENTS IN STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper XII.2 Optimum Design of Frames with Variable Cross Sections under Stability Constraints M.S. Hayalioglu* and M. Ulker+ *Civil Engineering Department, University of Dicle, Diyarbakir, Turkey +Civil Engineering Department, University of Firat, Elazig, Turkey doi:10.4203/ccp.18.12.2 purchase the full-text of this paper Full Bibliographic Reference for this paper M.S. Hayalioglu, M. Ulker, "Optimum Design of Frames with Variable Cross Sections under Stability Constraints", in B.H.V. Topping, (Editor), "Developments in Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 345-353, 1993. doi:10.4203/ccp.18.12.2 Abstract An optimum design algorithm is presented for plane frames with variable cross sections under displacement, stress, lateral buckling and stability constraints. The optimality criteria method is used to develop recursive relationships for the design variables considering above mentioned constraints. Matrix displacement method is also used for linear-elastic analysis of frames required at every design cycle. A number of design examples are presented to demonstrate the application of the algorithm. 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 £65 +P&P)
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