A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Lateral or sidesway buckling of multistory frames, considered as three-dimensional structures, is examined; governing equations are written for structures with or without shear bracing and having floors that may function as deformable diaphragms; method for obtaining solution to system of equations is described and is used to establish criteria for critical magnitude of specified set of applied loads; extension of theory to buckling in lateral-torsional mode is evaluated; theory may be especially relevant to buildings with girderless floors and shear walls, and to long, narrow multistory buildings.
Lateral or sidesway buckling of multistory frames, considered as three-dimensional structures, is examined; governing equations are written for structures with or without shear bracing and having floors that may function as deformable diaphragms; method for obtaining solution to system of equations is described and is used to establish criteria for critical magnitude of specified set of applied loads; extension of theory to buckling in lateral-torsional mode is evaluated; theory may be especially relevant to buildings with girderless floors and shear walls, and to long, narrow multistory buildings.
Buckling of multistory buildings
ASCE -- Proc (J Eng Mechanics Div)
Goldberg, J.E. (author)
1965
20 pages
Article (Journal)
English
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