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A platform for research: civil engineering, architecture and urbanism
Design of steel frames for minimum weight
Procedure for obtaining minimum weight of plastic designed, rigid-jointed steel frames, is presented and beam-column interaction is considered; zonal linearization of nonlinear relationship between unit weight and plastic-moment capacity of standard rolled shapes allows linear programming; convergence to minimum-weight design by considering limited number of feasible solutions is discussed.
Design of steel frames for minimum weight
Procedure for obtaining minimum weight of plastic designed, rigid-jointed steel frames, is presented and beam-column interaction is considered; zonal linearization of nonlinear relationship between unit weight and plastic-moment capacity of standard rolled shapes allows linear programming; convergence to minimum-weight design by considering limited number of feasible solutions is discussed.
Design of steel frames for minimum weight
ASCE -- Proc (J Structural Div)
Bigelow, R.H. (author) / Gaylord, E.H. (author)
1967
23 pages
Article (Journal)
English
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