Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Buckling of One-Story Frames and Buildings
Buckling of plane frames and of complete one-story building structures is considered in this paper. The theory of buckling of plane, one-story frames is discussed and applied to the collapse of rectilinear frames using a generalization of the slope-deflection method. Both the symmetrical and anti-symmetrical or lurching modes of collapse of plane frames are considered. The relation of the buckling of the plane frames to the buckling of the complete structure is pointed out and a theory for the buckling of such space structures is presented. It is shown that the buckling analysis of the complete structure can be reduced to a sequence of computationally simple problems. Illustrative examples are included.
Buckling of One-Story Frames and Buildings
Buckling of plane frames and of complete one-story building structures is considered in this paper. The theory of buckling of plane, one-story frames is discussed and applied to the collapse of rectilinear frames using a generalization of the slope-deflection method. Both the symmetrical and anti-symmetrical or lurching modes of collapse of plane frames are considered. The relation of the buckling of the plane frames to the buckling of the complete structure is pointed out and a theory for the buckling of such space structures is presented. It is shown that the buckling analysis of the complete structure can be reduced to a sequence of computationally simple problems. Illustrative examples are included.
Buckling of One-Story Frames and Buildings
Goldberg, John E. (Autor:in)
Transactions of the American Society of Civil Engineers ; 126 ; 482-515
01.01.2021
341961-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Buckling of one-story frames and buildings
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