Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in) / Xu, Lei (Autor:in)
01.01.1993
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Semi-rigid connections in steel frames
TIBKAT | 1993
|Design Automation of Steel Frames with Semi-Rigid Connections
British Library Conference Proceedings | 1993
|Semi-rigid Steel Beam-to-Column Connections
Springer Verlag | 2022
|Semi-rigid connection modeling for steel frameworks
British Library Online Contents | 2010
|