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Building design using linear programming
Preliminary minimum weight design of tall framed steel buildings criteria are safety against collapse and limitation on lateral deflections under service loads in elastic range; plastic hinge theory is used to generate equations of constraint on moment carrying capacity of members; equations of constraint are compatible with design criteria; to simplify preliminary design, building model is used in which design requires that plastic hinges form only in beams; simple linear equation of constraint on deflection under service loads is developed by separating contributions of columns and beams to flexibility of frame, and establishing conservative ratio between these contributions; example of 26-story building.
Building design using linear programming
Preliminary minimum weight design of tall framed steel buildings criteria are safety against collapse and limitation on lateral deflections under service loads in elastic range; plastic hinge theory is used to generate equations of constraint on moment carrying capacity of members; equations of constraint are compatible with design criteria; to simplify preliminary design, building model is used in which design requires that plastic hinges form only in beams; simple linear equation of constraint on deflection under service loads is developed by separating contributions of columns and beams to flexibility of frame, and establishing conservative ratio between these contributions; example of 26-story building.
Building design using linear programming
ASCE -- Proc (J Structural Div)
Rubinstein, M.F. (Autor:in) / Karagozian, J. (Autor:in)
1966
23 pages
Aufsatz (Zeitschrift)
Englisch
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Optimum design using linear programming
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