A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design Optimization of Steel Frameworks Accounting for Semi-Rigid Connections
Abstract This lecture presents an efficient computer-based method for the optimum design of steel frameworks accounting for the behaviour of semi-rigid connections. The Dual method is applied to minimise the ‘cost’ of the connections and members for the structure subject to constraints on stresses and displacements under specified design loads. A steel framework example is presented to illustrate the features of the design optimization method.
Design Optimization of Steel Frameworks Accounting for Semi-Rigid Connections
Abstract This lecture presents an efficient computer-based method for the optimum design of steel frameworks accounting for the behaviour of semi-rigid connections. The Dual method is applied to minimise the ‘cost’ of the connections and members for the structure subject to constraints on stresses and displacements under specified design loads. A steel framework example is presented to illustrate the features of the design optimization method.
Design Optimization of Steel Frameworks Accounting for Semi-Rigid Connections
Grierson, D. E. (author) / Xu, Lei (author)
1993-01-01
9 pages
Article/Chapter (Book)
Electronic Resource
English
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