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A platform for research: civil engineering, architecture and urbanism
Limitation of load bearing capacity of stiff, statically indeterminate frame structure of structural steel, through instability of equilibrium
Calculation of stability problems deals with symmetrical 3-dimensional girder of constant rectangular section with central transverse load; load and stress effects are supposed to be developed conforming to law of elastic-plastic deformation.
Limitation of load bearing capacity of stiff, statically indeterminate frame structure of structural steel, through instability of equilibrium
Calculation of stability problems deals with symmetrical 3-dimensional girder of constant rectangular section with central transverse load; load and stress effects are supposed to be developed conforming to law of elastic-plastic deformation.
Limitation of load bearing capacity of stiff, statically indeterminate frame structure of structural steel, through instability of equilibrium
Ueber die Begrenzung der Traglast eines statisch unbestimmten biegesteifen Stabwerkes aus Baustahl durch das Instabilwerden des Gleichgewichtes
Oxfort, J. (author)
Stahlbau ; 30
1961
14 pages
Article (Journal)
German
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